This document provides standard sectional dimensions and properties of equal angle steel and double angle steel. It includes dimensions such as length, width, thickness, radius of gyration, sectional area, unit weight, and moments of inertia. Properties are listed for standard sizes ranging from 25x25mm to 250x250mm.
This document provides standard sectional dimensions, properties, and characteristics of wide flange (WF) steel profiles based on the Load Resistant Factor Design (LRFD) method according to Indonesian National Standard SNI 03-1729-2002. It includes the profile type, dimensions, sectional area, unit weight, elastic modulus, plastic modulus, geometrical moments of inertia, radii of gyration, and section criteria. Yield strengths of common WF steel grades are also provided.
This document provides standard sectional dimensions and properties of equal angle steel and double angle steel. It includes dimensions such as length, width, thickness, radius of gyration, sectional area, unit weight, and moments of inertia. Properties are listed for standard sizes ranging from 25x25mm to 250x250mm.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
Dokumen tersebut merupakan laporan perencanaan struktur baja untuk rangka atap yang mencakup perhitungan beban, dimensi komponen struktur seperti gording dan trakstang, serta pengecekan kapasitas penampang untuk memastikan kekuatan struktur.
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Balok komposit merupakan balok yang terbuat dari baja, tetapi terdapat beton di atas balok tersebut. Untuk mengetahui kekuatan tersebut maka dihitunglah menggunakan metode aplikasi Excel
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
This document provides specifications and properties for wide flange steel shapes. It includes:
- Dimensions, properties, and specifications for ASTM A6 and JIS G3192 wide flange shapes in various standard sizes.
- Information on manufacturing processes for wide flange shapes including casting, rolling, and finishing.
- Mechanical properties including minimum yield strengths and tensile strengths according to ASTM, EN, JIS, and KS standards.
- Tolerances on dimensions and shapes according to various standards.
This document provides standard sectional dimensions, properties, and characteristics of wide flange (WF) steel profiles based on the Load Resistant Factor Design (LRFD) method according to Indonesian National Standard SNI 03-1729-2002. It includes the profile type, dimensions, sectional area, unit weight, elastic modulus, plastic modulus, geometrical moments of inertia, radii of gyration, and section criteria. Yield strengths of common WF steel grades are also provided.
This document provides standard sectional dimensions and properties of equal angle steel and double angle steel. It includes dimensions such as length, width, thickness, radius of gyration, sectional area, unit weight, and moments of inertia. Properties are listed for standard sizes ranging from 25x25mm to 250x250mm.
The document provides calculations for determining the required reinforcement of a concrete beam (balok) with the following information:
- Concrete compressive strength is 20 MPa
- Steel yield strength is 400 MPa
- Beam dimensions are 25cm x 40cm
- Loads include wall weight, floor finish weight, and live loads from balconies
Bending moments are calculated at different points along the beam due to the varying loads. Required steel reinforcement is then determined based on the bending moment values and reinforcement ratios from code tables. Reinforcement amounts are provided for three sections of the beam labeled A-B, B-C, and C-D.
Dokumen tersebut merupakan laporan perencanaan struktur baja untuk rangka atap yang mencakup perhitungan beban, dimensi komponen struktur seperti gording dan trakstang, serta pengecekan kapasitas penampang untuk memastikan kekuatan struktur.
Fantastic tutorial, shared with us by Dario Ilardi, of Grafica2d3d.com, I recommend to see.
The website is in Italian, but it is full of excellent tutorials, understandable in any language.
This great tutorial, explain, step by step, how to obtain, by using vray 2.0 for sketchup, a render, clear and clean as what we see in the picture below.
Dario say : " I'm experimenting with the use of brute force as a substitute of irradiance map and I must say that in terms of speed and quality impressed me positively "
Thanks so much Dario for this one, the result is really good !
Balok komposit merupakan balok yang terbuat dari baja, tetapi terdapat beton di atas balok tersebut. Untuk mengetahui kekuatan tersebut maka dihitunglah menggunakan metode aplikasi Excel
The document is a structural design project for the concrete foundation of a mosque floor plan. It includes the preliminary design, load calculations, structural analysis, and design of reinforced concrete beams. Key details include:
- Floor plan dimensions and material properties
- Dead and live load calculations
- Maximum bending moments and shear forces for different beam spans
- Design of beams for the span with the highest bending moment, checking capacity, ductility, and reinforcement spacing
This document provides specifications and properties for wide flange steel shapes. It includes:
- Dimensions, properties, and specifications for ASTM A6 and JIS G3192 wide flange shapes in various standard sizes.
- Information on manufacturing processes for wide flange shapes including casting, rolling, and finishing.
- Mechanical properties including minimum yield strengths and tensile strengths according to ASTM, EN, JIS, and KS standards.
- Tolerances on dimensions and shapes according to various standards.
This document provides details on the structural design of a building, including load assumptions, member dimensions, and seismic load calculations according to SNI 1726:2012. It summarizes the seismic load calculations for two orthogonal directions and evaluates the structure's capacity through pushover analysis. Plastic hinges form at various displacement steps. The document concludes with a redesign of the structure according to SRPMK seismic provisions.
Dokumen tersebut membahas perencanaan struktur gording atap bangunan. Pertama, dilakukan perhitungan beban mati, hidup, air hujan dan angin yang bekerja pada dua potongan atap dengan kemiringan berbeda. Kemudian, dilakukan kombinasi pembebanan berdasarkan standar untuk mendapatkan beban terbesar yang akan digunakan dalam perencanaan. Profil baja CNP16 dipilih untuk menopang gording berdasarkan kontrol bent
The document appears to provide specifications for various H-beam sections, including their weight, dimensions, cross-sectional area, moments of inertia, and other mechanical properties. It includes H-beams with depths of flange ranging from 300mm to 450mm and widths ranging from 300mm to 450mm. The largest section listed has a depth of flange of 450mm, width of 450mm, and weight of approximately 620,615 kg/m.
Dokumen tersebut membahas tentang sistem sambungan pada struktur baja, termasuk jenis sambungan seperti las, baut, dan paku keling, serta perencanaan dan mekanisme berbagai jenis sambungan."
ppt ini mengacu ke sni 1729 2020, hal hal yang terdapat di ppt ini adalah pengertian batang tarik baja,beberapa macam batang tarik,konsep luas penampang,menghitung luas penampang netto,pola staggered, shear lag, contoh soal menghitung batang tarik
Tugas besar ini membahas perencanaan geometrik jalan raya yang mencakup perhitungan awal, alinyemen horizontal, diagram super elevasi, dan alinyemen vertikal untuk merancang jalan yang aman dan nyaman bagi pengguna.
This document provides specifications for wide flange steel shapes, including:
1) Dimensional specifications and properties like cross-sectional area, moments of inertia, radii of gyration, and modulus of section for various steel sizes.
2) Tolerances for dimensions of widths, depths, thicknesses.
3) Chemical composition and mechanical properties for different grades of steel.
4) Table of weights in kg/m and kg/12m for common hot rolled beam, wide flange, and H-beam sizes.
Dokumen tersebut membahas tentang perencanaan alinyemen horizontal untuk jalan kelas III. Terdapat tiga tikungan horizontal yaitu PI1, PI2, dan PI3. Dokumen menjelaskan perhitungan komponen geometrik setiap tikungan seperti jari-jari minimum, panjang lengkung, superelevasi, dan stationing.
SNI 2847-2013 Persyaratan Beton Struktural Untuk Bangunan GedungMira Pemayun
Dokumen ini merupakan standar nasional Indonesia tentang persyaratan beton struktural untuk bangunan gedung. Dokumen ini menjelaskan persyaratan material beton dan tulangan baja, proses pencampuran dan pengecoran beton, desain struktur beton, analisis beban lentur dan tekan, serta pengujian dan penerimaan kualitas beton.
This document provides specifications for various sizes of structural steel profiles including circular, rectangular, and square shapes. It lists the nominal and actual dimensions, wall thickness, static properties such as area, moment of inertia, radius of gyration, plastic modulus, and elastic modulus for bending and torsion. Properties are provided for different steel grades including black and galvanized.
This document contains a chart listing pipe sizes, outside diameters, wall thicknesses, and weights. The pipe sizes range from 1/8 inch to 72 inches in nominal diameter. For each size, the chart provides the outside diameter in mm and the wall thickness in mm for various standard wall thickness designations including SCH 10, SCH 20, SCH 30, etc. Heavier wall thicknesses are shown for larger pipe sizes.
This document provides details on the structural design of a building, including load assumptions, member dimensions, and seismic load calculations according to SNI 1726:2012. It summarizes the seismic load calculations for two orthogonal directions and evaluates the structure's capacity through pushover analysis. Plastic hinges form at various displacement steps. The document concludes with a redesign of the structure according to SRPMK seismic provisions.
Dokumen tersebut membahas perencanaan struktur gording atap bangunan. Pertama, dilakukan perhitungan beban mati, hidup, air hujan dan angin yang bekerja pada dua potongan atap dengan kemiringan berbeda. Kemudian, dilakukan kombinasi pembebanan berdasarkan standar untuk mendapatkan beban terbesar yang akan digunakan dalam perencanaan. Profil baja CNP16 dipilih untuk menopang gording berdasarkan kontrol bent
The document appears to provide specifications for various H-beam sections, including their weight, dimensions, cross-sectional area, moments of inertia, and other mechanical properties. It includes H-beams with depths of flange ranging from 300mm to 450mm and widths ranging from 300mm to 450mm. The largest section listed has a depth of flange of 450mm, width of 450mm, and weight of approximately 620,615 kg/m.
Dokumen tersebut membahas tentang sistem sambungan pada struktur baja, termasuk jenis sambungan seperti las, baut, dan paku keling, serta perencanaan dan mekanisme berbagai jenis sambungan."
ppt ini mengacu ke sni 1729 2020, hal hal yang terdapat di ppt ini adalah pengertian batang tarik baja,beberapa macam batang tarik,konsep luas penampang,menghitung luas penampang netto,pola staggered, shear lag, contoh soal menghitung batang tarik
Tugas besar ini membahas perencanaan geometrik jalan raya yang mencakup perhitungan awal, alinyemen horizontal, diagram super elevasi, dan alinyemen vertikal untuk merancang jalan yang aman dan nyaman bagi pengguna.
This document provides specifications for wide flange steel shapes, including:
1) Dimensional specifications and properties like cross-sectional area, moments of inertia, radii of gyration, and modulus of section for various steel sizes.
2) Tolerances for dimensions of widths, depths, thicknesses.
3) Chemical composition and mechanical properties for different grades of steel.
4) Table of weights in kg/m and kg/12m for common hot rolled beam, wide flange, and H-beam sizes.
Dokumen tersebut membahas tentang perencanaan alinyemen horizontal untuk jalan kelas III. Terdapat tiga tikungan horizontal yaitu PI1, PI2, dan PI3. Dokumen menjelaskan perhitungan komponen geometrik setiap tikungan seperti jari-jari minimum, panjang lengkung, superelevasi, dan stationing.
SNI 2847-2013 Persyaratan Beton Struktural Untuk Bangunan GedungMira Pemayun
Dokumen ini merupakan standar nasional Indonesia tentang persyaratan beton struktural untuk bangunan gedung. Dokumen ini menjelaskan persyaratan material beton dan tulangan baja, proses pencampuran dan pengecoran beton, desain struktur beton, analisis beban lentur dan tekan, serta pengujian dan penerimaan kualitas beton.
This document provides specifications for various sizes of structural steel profiles including circular, rectangular, and square shapes. It lists the nominal and actual dimensions, wall thickness, static properties such as area, moment of inertia, radius of gyration, plastic modulus, and elastic modulus for bending and torsion. Properties are provided for different steel grades including black and galvanized.
This document contains a chart listing pipe sizes, outside diameters, wall thicknesses, and weights. The pipe sizes range from 1/8 inch to 72 inches in nominal diameter. For each size, the chart provides the outside diameter in mm and the wall thickness in mm for various standard wall thickness designations including SCH 10, SCH 20, SCH 30, etc. Heavier wall thicknesses are shown for larger pipe sizes.
This document provides specifications for various standard H-beam, wide flange, lip channel, and equal angle steel sections. It includes dimensions such as height, width, thickness, area, weight, moments of inertia, radii of gyration, and other geometric properties. Sections range in size from 100x100 mm to 588x300 mm for H-beams, 148x100 mm to 500x200 mm for wide flanges, 100x50x20 mm to 200x75x20 mm for lip channels, and 40x40 mm to 120x120 mm for equal angles. Properties are specified in metric units.
The document is an Erlang B traffic table that shows the maximum offered traffic load versus blocking probability (B) and number of lines (N). It provides traffic load values for various combinations of B (ranging from 0.01 to 40%) and N (ranging from 1 to 77 lines). The higher the traffic load, the higher the blocking probability will be for a given number of lines.
The document is an Erlang B traffic table that shows the maximum offered traffic load versus blocking probability (B) and number of lines (N). It provides traffic load values for various combinations of B (ranging from 0.01 to 40%) and N (ranging from 1 to 77 lines). The higher the traffic load, the higher the blocking probability will be for a given number of lines.
The document is an Erlang B traffic table that shows the maximum offered traffic load versus blocking probability (B) and number of lines (N). It provides traffic load values for various combinations of B ranging from 0.01 to 40% and N ranging from 1 to 77 lines. The higher the traffic load, the higher the blocking probability will be for a given number of lines.
1) This document provides a chi-square table for determining the critical value for rejecting the null hypothesis at different confidence levels and degrees of freedom.
2) The table lists the chi-square value for confidence levels from 99% to 0.1% and degrees of freedom ranging from 1 to 30.
3) If the calculated chi-square value is greater than the corresponding value in the table for a given confidence level and degrees of freedom, the null hypothesis can be rejected.
The document appears to be a table containing geometric data for steel wide flange beams of varying sizes, including their shape, weight, depth, width, thickness, radius of gyration, section properties, and other dimensional attributes. The table contains over 100 entries listing these specifications for wide flange beams ranging in size from 18x44 to 36x300.
The document contains an Erlang B traffic table that shows the maximum offered load versus B and N, where B is the blocking probability in % and N is the number of circuits. The table provides load values for different combinations of B ranging from 0.01 to 40% and N ranging from 1 to 77 circuits. The load values indicate the maximum number of external calls that can be offered to the system without exceeding the blocking probability B for a given number of circuits N.
This document provides specifications for oilfield casing including sizes ranging from 7 3/4 to 13 5/8 inches, weights ranging from 16.6 to 88.2 lbs/ft, drift diameters, capacities in barrels per 100 feet, and other details. It lists physical properties and performance metrics for different casing strings to aid in well design and construction.
The document contains a code that should be copied into two text files named AccionesBonosUSA.txt. The code provides daily stock price and other financial data for various US companies and indices from 1987 to 1987. It lists dates, company ticker symbols, and corresponding price values.
The document provides reference tables for refrigerant pressure-temperature charts for R22, R134a, and R407C refrigerants. It also includes charts converting between kg/cm2 and psi pressure units, as well as common conversion factors for units like mm, m, kg, kW, °C, and °F.
This document provides availability data for equipment from September 1, 2016 to June 31, 2017. It lists 22 pieces of equipment (identified as MO06 through TO22) and includes statistics on their effective and operational demand, availability, utilization rates, and time spent in various maintenance states over the reporting period.
This document provides specifications for different types of steel sheets, including their common qualities, chemical compositions, mechanical properties, most frequent applications, and technical dimensions and weights. It includes data on cold rolled, hot rolled, galvanized, and non-slip steel sheets. Dimension tables are provided for various thicknesses and sizes.
This document appears to be a ranking list for admission to the B.Tech program at IIITD (Indian Institute of Information Technology, Delhi) for the Delhi region. It contains applicant IDs, categories, JEE ranks, percentages in Class 12 and JEE Paper 1 and Paper 2, total marks, overall ranks and category ranks. Applicants are ranked based on a formula that calculates weighted averages of JEE scores and Class 12 marks, plus any bonus marks for certain categories. The list spans multiple pages and contains thousands of applicants.
Table 4-1 provides dimensionless bearing capacity factors (Nq, Nc, Nγ) for different values of the effective friction angle (φ’) based on research by Terzaghi. The factors increase as the friction angle increases. Nq ranges from 1.00 to 81.27, Nc ranges from 5.70 to 95.66, and Nγ ranges from 0.0 to 100.4. Table 4-4 provides similar dimensionless bearing capacity factors according to research by Meyerhof, Hansen, and Vesic, with the factors again increasing as the friction angle increases.
The document provides dimensional specifications for various structural steel shapes, including W-shapes and S-shapes, under both US customary and metric units. It lists the designation, depth, web and flange dimensions, and weight for each shape. For example, a W44x335 shape is listed as having a depth of 44.02 inches, a web thickness of 1.02 inches, flange width of 15.95 inches, flange thickness of 1.77 inches, and a weight of 2.5625 pounds per foot. A variety of shapes with differing depths, widths, and thicknesses are specified.
This document contains runoff data from the Ban Yan Din Daeng watershed in Surat Thani, Thailand from 1969 to 2006. It shows the monthly and annual runoff in million cubic meters (MCM) and cubic meters per second (CMS). Runoff was highest from September to November and lowest from February to April. On average, annual runoff was 3758.20 MCM or 119.17 CMS, but varied significantly from year to year.
This document provides specifications for Moyno G2 and G3 series pumps including dimensions and weights. It lists various pump frame sizes from 1E008G2 to 6K175G2 with corresponding measurements and discharge weights at different pipe lengths. Key dimensions included are flange size, length and diameter of pump components. The page notes that dimensions are in inches and provides contact information for Moyno pumps.
Established in the year of 2014, SKL Universal Pvt. Ltd. is one of the leading manufacturer the Wax Polish Manufacturers Wholesale Trader of motul oil, waxpol oil & sheeba polish. We have achieved expertise in catering to the requirements of our clients exactly as per their specifications. We emphasize on stringent quality standards in order to ensure that the products provided to our clients are always optimum to its level.
Buldozer merupakan alat berat yang digunakan untuk memindahkan tanah secara mekanis. Terdapat beberapa jenis buldozer seperti crawler tractor dozer, wheel traktor dozer, dan swamp buldozer. Buldozer digunakan untuk kegiatan seperti membersihkan lahan, membuka jalan, memindahkan tanah, menimbun bekas galian, dan meratakan permukaan tanah. Sistem pengendalian buldozer dapat berupa kabel atau hidrolik, dengan masing-masing
Laporan ini membahas sosialisasi tentang pariwisata MICE di Kota Surakarta. Acara ini bertujuan meningkatkan pemahaman tentang potensi MICE untuk mendukung ekonomi lokal. Diskusi mencakup tantangan menjadikan Solo sebagai tujuan MICE, strategi pengembangan, dan partisipasi berbagai sektor. Hasilnya diharapkan dapat menginformasikan perencanaan pemerintah di masa depan.
"
Joint G adalah sebuah perusahaan yang bergerak di bidang teknologi. Perusahaan ini membuat produk-produk baru untuk memenuhi kebutuhan pasar saat ini dan masa depan. Joint G berkomitmen untuk terus berinovasi demi memberikan nilai tambah bagi para pelanggannya.
This document contains the results of a soil particle size analysis test. It includes measurements of soil particle diameters from various sieves, percentages of soil passing different sieve sizes, specific gravity, and hydrometer readings over time which were used to determine the percentage of fine particles in the soil sample. It summarizes the raw data from tests to classify the soil according to its particle size distribution and calculate important index properties like gravel, sand, silt, and clay content.
Dokumen tersebut memberikan informasi mengenai data geometri, profil baja, pembebanan, dan perhitungan gempa untuk analisis jembatan rangka baja. Data geometri mencakup jenis, lebar, dan tinggi jembatan serta profil baja yang digunakan. Pembebanan meliputi beban mati, hidup, angin, serta gempa yang dihitung berdasarkan standar nasional.
Sachpazis_Consolidation Settlement Calculation Program-The Python Code and th...Dr.Costas Sachpazis
Consolidation Settlement Calculation Program-The Python Code
By Professor Dr. Costas Sachpazis, Civil Engineer & Geologist
This program calculates the consolidation settlement for a foundation based on soil layer properties and foundation data. It allows users to input multiple soil layers and foundation characteristics to determine the total settlement.
An In-Depth Exploration of Natural Language Processing: Evolution, Applicatio...DharmaBanothu
Natural language processing (NLP) has
recently garnered significant interest for the
computational representation and analysis of human
language. Its applications span multiple domains such
as machine translation, email spam detection,
information extraction, summarization, healthcare,
and question answering. This paper first delineates
four phases by examining various levels of NLP and
components of Natural Language Generation,
followed by a review of the history and progression of
NLP. Subsequently, we delve into the current state of
the art by presenting diverse NLP applications,
contemporary trends, and challenges. Finally, we
discuss some available datasets, models, and
evaluation metrics in NLP.
7. Standard Sectional Dimension of H-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Sectional Dimension Sectional Properties
Geometrical Radius of Modulus of Compact *) *)
Sec.of Unit Moment of Gyration of Section Section rT d/Af Lc Lu
d x bf tw tf r1 H1 H2 Area Weight Inertia (cm4) Area (cm) (cm3) Criteria (cm) (1/cm) (cm) (cm)
mm mm mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
H 100 x 50 5.0 7.0 8.0 15.0 70.0 11.85 9.30 187 15 3.97 1.12 37 6 3.57 20.00 1.32 2.86 63.70 1,969
100 6.0 8.0 10.0 18.0 64.0 21.90 17.19 383 134 4.18 2.47 77 27 6.25 16.67 2.75 1.25 127.50 4,501
H 125 x 60 6.0 8.0 9.0 17.0 91.0 16.84 13.22 413 29 4.95 1.32 66 10 3.75 20.83 1.57 2.60 76.50 2,160
125 6.5 9.0 10.0 19.0 87.0 30.31 23.79 847 293 5.29 3.11 136 47 6.94 19.23 3.44 1.11 159.30 506.30
H 150 x 75 5.0 7.0 8.0 15.0 120.0 17.85 14.01 666 49 5.11 1.67 89 13 5.36 30.00 1.96 2.86 95.60 196.90
H 148 x 100 6.0 9.0 11.0 20.0 108.0 26.8 21.07 1020 151 6.16 2.37 138 30 5.56 24.67 2.70 1.64 127.50 342.10
H 150 x 150 7.0 10.0 11.0 21.0 108.0 40.1 31.51 1640 563 6.39 3.75 219 75 7.50 21.43 4.13 1.00 191.20 562.60
H 175 x 90 5.0 8.0 9.0 17.0 141.0 23.1 18.09 1210 98 7.25 2.06 138 22 5.63 35.00 2.39 2.43 114.70 2,315
175 7.5 11.0 12.0 23.0 129.0 51.2 40.20 2880 984 7.50 4.38 329 112 7.95 23.33 4.82 0.91 223.10 6,188
H 198 x 99 4.5 7.0 11.0 18.0 162.0 23.2 18.20 1580 114 8.26 2.22 160 23 7.07 44.00 2.61 2.86 1,262 196.90
H 200 x 100 5.5 8.0 11.0 19.0 162.0 27.2 21.32 1840 134 8.23 2.22 184 27 6.25 36.36 2.62 2.50 127.50 225.00
H 194 x 150 6.0 9.0 13.0 22.0 150.0 39.0 30.62 2690 507 8.30 3.61 277 58 8.33 32.33 4.07 1.44 1,912 3,915
H 200 x 200 8.0 12.0 13.0 25.0 150.0 63.53 49.87 4720 1600 8.62 5.02 472 160 8.33 25.00 5.51 0.83 254.9 675.1
H 248 x 124 5.0 80.0 12.0 20.0 208.0 32.68 25.65 3540 255 10.41 2.79 285 41 7.75 49.60 3.28 2.50 158.1 225.0
H 250 x 125 6.0 90.0 12.0 21.0 208.0 37.66 29.56 4050 294 10.37 2.79 324 47 6.94 41.67 3.29 2.22 159.3 253.2
H 244 x 175 7.0 11.0 16.0 27.0 190.0 56.24 44.15 6120 984 10.43 4.18 502 112 7.95 34.86 4.74 1.27 223.1 443.8
H 250 x 250 9.0 14.0 16.0 30.0 190.0 92.18 72.36 10800 3650 10.82 6.29 864 292 8.93 27.78 6.90 0.71 318.7 787.6
H 298 x 149 5.5 80.0 13.0 21.0 256.0 40.80 32.03 6320 442 12.45 3.29 424 59 9.31 54.18 3.90 2.50 189.9 225.0
H 300 x 150 6.5 9.0 13.0 22.0 256.0 46.78 36.72 7210 508 12.41 3.30 481 68 8.33 46.15 3.91 2.22 191.2 253.2
H 294 x 200 8.0 12.0 18.0 30.0 234.0 72.38 56.82 11300 1600 12.49 4.70 769 160 8.33 36.75 5.38 1.22 254.9 459.3
8. Standard Sectional Dimension of H-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Sectional Dimension Sectional Properties
Geometrical Radius of Modulus of Compact *) *)
Sec.of Unit Moment of Gyration of Section Section rT d/Af Lc Lu
d x bf tw tf r1 H1 H2 Area Weight Inertia (cm4) Area (cm) (cm3) Criteria (cm) (1/cm) (cm) (cm)
mm mm mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
H 300 x 300 10.0 15.0 18.0 33.0 234.0 119.80 94.04 20400 6750 13.05 7.51 1360 450 10.00 30.00 8.26 0.67 382.40 843.9
305 15.0 15.0 18.0 33.0 234.0 134.80 105.82 21500 7100 12.63 7.26 1433 466 10.17 20.00 8.22 0.66 388.8 857.9
H 346 x 174 6.0 9.0 14.0 23.0 300.0 52.68 41.35 11100 792 14.52 3.88 642 91 9.67 57.67 4.57 2.21 221.80 254.6
H 350 x 175 7.0 11.0 14.0 25.0 300.0 63.14 49.56 13600 984 14.68 3.95 777 112 7.95 50.00 4.61 1.82 223.1 309.4
H 340 x 250 9.0 14.0 20.0 34.0 272.0 101.50 79.68 21700 3650 14.62 6.00 1276 292 8.93 37.78 6.78 0.97 318.7 579.1
H 350 x 350 12.0 19.0 20.0 39.0 272.0 173.90 136.51 40300 13600 15.22 8.84 2303 777 9.21 29.17 9.66 0.53 455.3 1113.5
H 396 x 199 7.0 11.0 16.0 27.0 342.0 72.16 56.65 20000 1450 16.65 4.48 1010 146 9.05 56.57 5.25 1.81 253.7 311.0
H 400 x 200 8.0 13.0 16.0 29.0 342.0 84.12 66.03 23700 1740 16.79 4.55 1185 174 7.69 50.00 5.29 1.54 254.9 365.7
H 390 x 300 10.0 160 22.0 38.0 314.0 136.00 106.76 38700 7210 16.87 7.28 1985 481 9.38 39.00 8.17 0.81 382.4 692.4
H 400 x 400 13.0 21.0 22.0 43.0 314.0 218.70 171.68 66600 22400 17.45 10.12 3330 120 9.52 30.77 11.05 0.48 520.4 1230.7
H 450 x 200 9.0 14.0 18.0 32.0 386.0 96.76 75.96 33500 1870 18.61 4.40 1489 187 7.14 50.00 5.22 1.61 254.9 350.1
H 440 x 300 11.0 18.0 24.0 42.0 356.0 157.40 123.56 56100 8110 18.88 7.18 2550 541 8.33 40.00 8.12 0.81 390.3 719.2
H 496 x 199 9.0 14.0 200 34.0 428.0 101.30 79.52 41900 1840 20.34 4.26 1690 185 7.11 55.11 5.14 1.78 253.7 316.0
H 500 x 200 10.0 16.0 20.0 36.0 428.0 114.20 89.65 47800 2140 20.46 4.33 1912 214 6.25 50.00 518 1.56 254.9 360.1
H 482 x 300 11.0 15.0 26.0 41.0 400.0 145.50 114.22 60400 6760 20.37 682 2506 451 1,000 43.82 7.96 1.07 382.4 525.2
H 488 x 300 11.0 18.0 26.0 44.0 400.0 163.50 128.35 71000 8110 20.84 7.04 2910 541 8.33 44.36 8.05 0.90 390.3 648.5
H 596 x 199 10.0 15.0 22.0 37.0 522.0 120.50 94.59 68700 1980 23.88 4.05 2305 199 6.63 59.60 5.01 2.00 253.7 281.8
H 600 x 200 11.0 17.0 22.0 39.0 522.0 134.40 105.50 77600 2280 24.03 4.12 2587 228 5.88 54.55 5.06 1.76 250.2 332.1
H 582 x 300 12.0 17.0 28.0 45.0 492.0 174.50 136.98 103000 7670 24.30 6.63 3540 511 8.82 48.50 7.86 1.14 390.3 513.5
H 588 x 300 12.0 20.0 28.0 48.0 492.0 192.50 151.11 118000 9020 24.76 6.85 4014 601 7.50 49.00 7.96 0.98 390.3 598.0
H 700 x 300 13.0 24.0 28.0 52.0 596.0 215.50 184.87 201000 10800 29.21 6.77 5743 720 6.25 53.85 7.92 0.97 390.3 602.8
9. Standard Sectional Dimension of H-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Sectional Dimension Sectional Properties
Geometrical Radius of Modulus of Compact *) *)
Sec.of Unit Moment of Gyration of Section Section rT d/Af Lc Lu
d x bf tw tf r1 H1 H2 Area Weight Inertia (cm4) Area (cm) (cm3) Criteria (cm) (1/cm) (cm) (cm)
mm mm mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
H 800 x 300 14.0 26.0 28.0 54.0 692.0 267.40 209.91 292000 11700 33.05 6.61 7300 780 5.77 57.14 7.83 1.03 390.3 571.4
H 900 x 300 16.0 28.0 28.0 56.0 788.0 309.80 243.19 411000 12600 36.42 6.38 9133 840 5.36 56.25 7.69 1.07 390.3 547.0
10. Standard Sectional Dimension of H-welded Steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Geometrical Radius of Modulus of Compact *) *)
Sec.of Unit Moment of Gyration of Section Section rT d/Af Lc Lu
d x bf tw tf LL Area Weight Inertia (cm4) Area (cm) (cm3) Criteria (cm) 1/cm (cm) (cm)
mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
H 600 x 300 12.0 25.0 8.4 217.41 170.67 141745.6 11259 25.53 7.20 4724.9 750.6 6.00 50.00 8.09 0.80 390.3 732.5
350 12.0 25.0 8.4 242.41 190.29 162422.7 17814 25.88 8.59 5414.1 1021.3 7.00 50.00 9.52 0.69 455.3 854.6
H 650 x 350 12.0 22.0 8.4 228.13 179.08 175426.2 15731 27.73 8.30 5397.7 898.9 7.95 54.17 9.39 0.84 455.3 694.2
350 12.0 25.0 8.4 248.41 195.00 193836.1 17874 27.93 8.48 5964.2 1021.4 7.00 54.17 9.48 0.74 455.3 788.9
350 12.0 32.0 8.4 295.73 232.15 235380.0 22876 28.21 8.80 7242.5 1307.2 5.47 54.17 9.61 0.58 455.3 1009.8
H 700 x 300 12.0 22.0 8.4 212.13 166.52 181471.4 9911 29.25 6.84 5184.9 660.7 6.82 58.33 7.91 1.06 390.3 552.5
350 12.0 25.0 8.4 254.41 199.71 228354.6 17875 29.96 8.38 6524.4 1021.4 7.00 58.33 9.43 0.80 455.3 732.5
350 12.0 32.0 8.4 301.73 236.86 277204.6 22877 30.31 8.71 7920.1 1307.3 5.47 58.33 9.58 0.63 455.3 937.6
H 800 x 300 12.0 22.0 8.4 224.13 175.94 244991.7 9912 33.06 6.65 6124.8 660.8 6.82 66.67 7.81 1.21 390.3 483.5
350 16.0 28.0 11.2 317.55 249.28 350473.4 20037 33.22 7.94 8761.8 1145.0 6.25 50.00 9.22 0.82 455.3 717.9
350 16.0 38.0 11.2 384.35 301.71 440269.0 27182 33.85 8.41 11006.7 1553.3 4.61 50.00 9.44 0.60 455.3 974.3
H 900 x 300 16.0 25.0 11.2 288.51 226.48 373523.1 11282 35.98 6.25 8300.5 752.2 6.00 56.25 7.59 1.20 390.3 488.4
350 16.0 28.0 11.2 333.55 261.84 457266.8 20041 37.03 7.75 10161.5 1145.2 6.25 56.25 9.11 0.92 455.3 638.1
350 16.0 32.0 11.2 360.27 282.81 504317.7 22899 37.41 7.97 11207.1 1308.5 5.47 56.25 9.23 0.80 455.3 729.3
H 1000 x 350 16.0 25.0 11.2 329.51 258.66 535878.1 17900 40.33 7.37 10717.6 1022.9 7.00 62.50 8.90 1.14 455.3 512.8
400 16.0 28.0 11.2 377.55 296.38 646890.8 29902 41.39 8.90 12937.8 1495.1 7.14 62.50 10.44 0.89 520.4 656.4
450 16.0 32.0 11.2 440.27 345.61 789647.4 48635 42.35 10.51 15792.9 2161.6 7.03 62.50 11.99 0.69 585.4 843.9
450 16.0 38.0 11.2 492.35 386.49 902120.1 57747 42.81 10.83 18042.4 2566.6 5.92 62.50 12.15 0.58 585.4 1002.1
Sectional PropertiesSectional Dimension
11. Standard Sectional Dimension of H-welded Steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Geometrical Radius of Modulus of Compact *) *)
Sec.of Unit Moment of Gyration of Section Section rT d/Af Lc Lu
d x bf tw tf LL Area Weight Inertia (cm4) Area (cm) (cm3) Criteria (cm) 1/cm (cm) (cm)
mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
Sectional PropertiesSectional Dimension
H 1100 x 350 16.0 25.0 11.2 345.51 271.22 666844.0 17904 43.93 7.20 12124.4 1023.1 7.00 68.75 8.80 1.26 455.3 480.9
400 16.0 32.0 11.2 424.27 333.05 885110.8 34172 45.67 8.97 16092.9 1708.6 6.25 68.75 10.47 0.86 520.4 681.9
450 16.0 38.0 11.2 508.35 399.05 1114365 57751 46.82 10.66 20261.2 2566.7 5.92 68.75 12.06 0.64 585.4 911.0
H 1200 x 300 12.0 25.0 8.4 289.41 227.19 674520.4 11268 48.28 6.24 11242.0 751.20 6.00 100.0 7.58 1.60 390.3 414.3
350 16.0 25.0 11.2 361.51 283.78 815085.3 17907 47.48 7.04 13584.8 1023.3 7.00 75.00 8.70 1.37 455.3 475.5
400 16.0 32.0 11.2 440.27 345.61 1076777 34176 49.45 8.81 17946.3 1708.8 6.25 75.00 10.39 0.94 520.4 625.1
450 16.0 38.0 11.2 524.35 411.61 1352027 57754 50.78 10.49 22533.8 2566.9 5.92 75.00 11.98 0.70 585.4 835.1
12. Standard Sectional Dimension of I-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Compact
Geometrical Radius of Modulus of Section *) *)
Sec.of Unit Moment of Gyration of Section Criteria rT d/Af Lc Lu
d x bf tw tf r1 r2 H1 H2 Area Weight Inertia (cm4) Area (cm) (cm3) (cm) 1/cm (cm) (cm)
mm mm mm mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
I 80 x 42 3.9 5.9 3.9 2.3 10.8 58.7 7.57 5.94 78 6 3.21 0.91 19 3 3.56 20.51 1.12 3.23 53.5 174.3
I 100 x 50 4.5 6.8 4.5 2.7 12.3 75.4 10.60 8.32 171 12 4.02 1.07 34 5 3.68 22.22 1.32 2.94 63.7 191.3
x 75 5.0 8.0 7.0 3.5 16.5 66.9 16.43 12.90 281 47 4.14 1.70 56 13 4.69 20.00 2.05 1.67 95.6 337.6
I 120 x 58 5.1 7.7 5.1 3.1 14.0 92.0 14.20 11.15 328 22 4.81 1.23 55 7 3.77 23.53 1.53 2.59 73.9 209.4
I 125 x 75 5.5 9.5 9.0 4.5 19.8 85.5 20.45 16.05 538 58 5.13 1.68 86 15 3.95 22.73 2.03 1.75 95.6 320.7
I 140 x 66 5.7 8.6 5.7 3.4 15.7 108.7 18.30 14.37 573 35 5.60 1.39 82 11 3.84 24.55 1.74 2.47 84.1 228.1
I 150 x 75 5.5 9.5 9.0 4.5 19.8 110.5 21.83 17.14 819 58 6.13 1.62 109 15 3.95 27.27 2.00 2.11 95.6 267.2
x 125 8.5 14.0 13.0 6.5 29.4 91.2 48.15 36.23 1750 385 6.18 2.89 235 62 4.46 17.65 3.44 0.85 159.3 656.4
I 160 x 74 6.3 9.5 6.3 3.8 17.4 125.3 22.80 17.90 935 55 6.40 1.55 117 15 3.89 25.40 1.94 2.28 94.3 247.2
I 180 x 82 6.9 10.4 6.9 4.1 19.0 141.9 27.90 21.90 1450 81 7.21 1.71 161 20 3.94 26.09 2.15 2.11 104.5 266.5
x 100 6.0 10.0 10.0 5.0 22.0 136.0 30.06 23.60 1670 138 7.45 2.14 186 28 5.00 30.00 2.68 1.80 127.5 312.5
I 200 x 90 7.5 11.3 7.5 4.5 20.7 158.6 33.50 26.30 2140 117 7.99 1.87 214 26 3.98 26.67 2.36 1.97 114.7 286.1
100 7.0 10.0 10.0 6.0 22.0 156.1 33.06 25.95 2170 138 8.10 2.04 217 28 5.00 28.57 2.63 2.00 127.5 281.3
150 9.0 16.0 15.0 7.5 34.0 132.0 64.16 50.37 4460 753 8.34 3.43 446 100 4.69 22.22 4.12 0.83 191.2 675.1
I 220 x 98 8.1 12.2 8.1 4.9 22.4 175.2 39.60 31.09 3060 162 8.79 2.02 278 33 4.02 27.16 2.56 1.84 124.9 305.7
I 240 x 106 8.7 13.1 8.7 5.2 24.1 191.8 46.10 36.19 4250 221 9.60 2.19 354 42 4.05 27.59 2.77 1.73 135.1 325.5
I 250 x 125 7.5 12.5 12.0 16.0 27.1 195.9 48.79 38.30 5180 337 10.30 2.63 414 54 5.00 33.33 3.32 1.60 159.3 351.6
x 125 10.0 19.0 21.0 10.5 41.3 167.4 70.73 55.52 7310 538 10.17 2.76 585 86 3.29 25.00 3.37 1.05 162.6 556.7
I 260 x 113 9.4 14.1 9.4 5.6 25.9 208.2 53.40 41.92 5740 288 10.37 2.32 442 51 4.01 27.66 2.95 1.63 144.0 344.8
I 280 x 119 10.1 15.2 10.1 6.1 27.80 224.4 61.10 47.96 7590 354 11.15 2.44 542 61 3.91 27.72 3.10 1.55 151.7 363.4
Sectional PropertiesSectional Dimension
13. Standard Sectional Dimension of I-steel and Its Sectional
Area, Unit Weight and Sectional Characteristic
Note :
*) Material : JIS G 3101 - SS 400
Fy = 2500 kg/cm² if tf [ 16 mm
Fy = 2400 kg/cm² if 16 mm < tf [ 40 mm
Fy = 2200 kg/cm² if tf > 40 mm
Compact
Geometrical Radius of Modulus of Section *) *)
Sec.of Unit Moment of Gyration of Section Criteria rT d/Af Lc Lu
d x bf tw tf r1 r2 H1 H2 Area Weight Inertia (cm4) Area (cm) (cm3) (cm) 1/cm (cm) (cm)
mm mm mm mm mm mm mm mm cm² kg/m Ix Iy ix iy Sx Sy bf/2tf d/tw
Sectional PropertiesSectional Dimension
I 300 x 125 10.8 16.2 10.8 6.5 29.6 240.8 69.90 54.87 9800 451 11.84 2.54 653 72 3.86 27.78 3.25 1.48 162.6 395.6
x 150 8.0 13.0 12.0 6.0 28.4 243.2 61.58 48.34 9480 588 12.41 3.09 632 78 5.77 37.50 3.97 1.54 191.2 365.7
x 150 10.0 18.5 19.0 9.5 39.9 220.1 83.47 65.52 12700 886 12.33 3.26 847 118 4.05 30.00 4.03 1.08 195.1 542.1
x 150 11.5 22.0 23.0 11.5 46.9 206.3 97.88 76.84 14700 1080 12.25 3.32 980 144 3.41 26.09 4.04 0.91 195.1 644.6
I 320 x 131 11.5 17.3 11.5 6.9 31.5 257.0 77.80 61.07 12510 555 12.68 2.67 782 85 3.79 27.83 3.40 1.41 170.4 415.0
I 340 x 137 12.2 18.3 12.2 7.3 33.3 273.4 86.80 68.14 15700 674 13.45 2.79 924 98 3.74 27.87 3.55 1.36 178.2 432.1
I 350 x 150 9.0 15.0 13.0 6.5 31.3 287.5 74.58 58.55 15200 702 14.28 3.07 869 94 5.00 38.89 3.93 1.56 191.2 361.7
12.0 24.0 25.0 12.5 50.6 248.8 111.10 87.21 22400 1180 14.20 3.26 1280 157 3.12 29.17 4.01 0.97 195.1 602.8
I 360 x 143 13.0 19.5 13.0 7.8 35.4 289.3 97.10 76.22 19610 818 14.21 2.90 1089 114 3.67 27.69 3.70 1.29 186.0 453.9
I 380 x 149 13.7 20.5 13.7 8.2 37.2 305.7 107.00 83.99 24010 975 14.98 3.02 1264 131 3.63 27.74 3.85 1.24 193.80 471.1
I 400 x 150 10.0 18.0 17.0 8.5 37.7 324.6 91.73 72.01 24100 864 16.21 3.07 1205 115 4.17 40.00 3.91 1.48 195.1 359.6
150 12.5 25.0 27.0 13.5 53.3 293.4 122.10 95.85 31700 1240 16.11 3.19 1585 165 3.00 32.00 3.96 1.07 195.1 549.4
155 14.4 21.6 14.4 8.6 39.1 321.9 118.00 92.63 29210 1160 15.73 3.14 1460 150 3.59 27.78 4.00 1.19 201.6 490.5
I 450 x 175 11.0 20.0 19.0 9.5 42.3 365.4 116.80 91.69 39200 1510 18.32 3.60 1742 173 4.38 40.91 4.59 1.29 227.7 455.8
175 13.0 26.0 27.0 13.5 55.2 339.7 146.10 114.69 48800 2020 18.28 3.72 2169 231 3.37 34.62 4.63 0.99 227.7 592.5
175 16.2 24.3 16.2 9.7 43.8 362.4 147.00 115.39 45850 !730 17.66 3.43 2038 204 3.50 27.78 4.37 1.09 221.2 538.0
I 500 x 185 18.0 27.0 18.0 108 48.5 403.0 180.00 141.30 68740 2480 19.54 3.74 2750 268 3.43 27.78 4.75 1.00 240.7 585.40
I 600 x 190 13.0 25.0 25.0 12.5 53.0 494.1 169.40 132.98 98400 2460 24.10 3.81 3280 259 3.80 46.15 4.91 1.26 247.2 463.9
190 16.0 35.0 38.0 19.0 74.1 451.7 22,450 176.23 130000 3540 24.06 3.97 4333 373 2.71 37.50 4.98 0.90 247.2 649.5
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