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Design And Drawing Of Steel Structures

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Define section modulus and neutral axis.
design and drawing of steel structures updated 2.4 years ago by pedsangini276 • 4.8k
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Determine the design axial load on the column section ISMB 350 given that height of column 3m and that is pin ended assume following fy=250mpa fe 410N/mm$^{2}$ E=2$\times10^{5}N/M^{2}$
design and drawing of steel structures updated 2.5 years ago by monisha2012235 • 20
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Explain web bucking and web crippling in a beam
design and drawing of steel structures updated 2.5 years ago by DevarenjiniP • 3.2k
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Single unequal angle$100\times75\times10mm$ is used a tention member connected to 12mm gusset plate at ends with 6no's of 16mm of bolts transfer tention as shown the bolts are pitched at 50mm
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Indian standard angle 100$\times$100$\times$6mm is used as strut iin roof truss the length of strut between entrane section at each end 8m cal the strength 1) connect two halts at each end
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Design tesnile strenght of plate 160 x 8mm connect to 10mm thick guest using 16mm bolt as shown in fig yield & ultimate stress of steel are 250mpa & 410mpa respectively
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Type of failure tention member
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Steel beam flanges are embeded in concrete is 8m long c/c spacing =4m it carry Rcc slab 140m thick L.L =kN/m$^{2}$ F.F=1.5kN/m$^{2}$ Take fy=250 fe=410
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Design Zp=M$\times\frac{8mo}{fy}=3.34\times 10^{6} \times\frac{1.10}{250}$=14696mm$^{3}$
design and drawing of steel structures updated 2.6 years ago by pedsangini276 • 4.8k
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Assuming the depth of plate girder restricted to 1500 mm and NO intermediate stiffeners are provided design
design and drawing of steel structures updated 2.7 years ago by pedsangini276 • 4.8k
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Provide suitable curtailment of flange plates if necessary. Also design the welded connection between web &flange plate.
design and drawing of steel structures updated 2.7 years ago by pedsangini276 • 4.8k
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Also design suitable welded connection between web and flange plates
design and drawing of steel structures updated 2.7 years ago by pedsangini276 • 4.8k
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Also design curtailment of flange plates, end bearing stiffener and connection between flange and web using fillet welds.
design and drawing of steel structures updated 2.7 years ago by pedsangini276 • 4.8k
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Design battened system. Draw neat sketches to show details. Use 4.6 grade 20mm dia. bolts for the connections.
design and drawing of steel structures updated 2.7 years ago by pedsangini276 • 4.8k
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Design and Drawing of Steel Structures Question Paper - May 2017 - Civil Engineering (Semester 6) - Mumbai University (MU)
design and drawing of steel structures updated 2.7 years ago by teamques10 ★ 67k
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Design and Drawing of Steel Structures Question Paper - December 2014 - Civil Engineering (Semester 6) - Mumbai University (MU)
design and drawing of steel structures updated 2.7 years ago by teamques10 ★ 67k
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Design a bracket connection to transfer and end reaction of 225 kN factored as shown end reaction from gurder is distance 300mm from column phase design bolted connection fro Tglange with column
machine design design and drawing of steel structures updated 2.7 years ago by teamques10 ★ 67k
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flooring system for industrial shed . Design the beams SB MB and the connections between them USe I-sections for beam and provide cover plates if necessary.Top flanges of beams are at same level
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Design laterally unsupported beam ss over a span 2m i tcarry a udl 56kN/m
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Design member L$_{1}$L$_{2}$ for compression for 2 ISA buckling class='c'
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Design of Roof member:[L$_{1},L_{2}]$ Given 1) Tensile force=23.39kN 2)compressive force=19.67kN 3) length of L$_{1} L_{2}$=3000mm
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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check for buckling resistance of section
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Design Zp=M$\times\frac{8mo}{fy}=3.34\times 10^{6} \times\frac{1.10}{250}$=14696mm$^{3}$
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Load combination for B.M and S.F
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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Design of purlin given 10 span=4m 2)spacing =1.72m 3)$\theta=304^{\circ}$
design and drawing of steel structures updated 5.6 years ago by teamques10 ★ 67k
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