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Design And Drawing Of Steel Structures

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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 3.7 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 3.7 years ago by pedsangini276 • 4.8k
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Type of failure tention member
design and drawing of steel structures updated 3.7 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 3.8 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 3.8 years ago by pedsangini276 • 4.8k
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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 3.8 years ago by teamques10 ★ 70k
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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 6.7 years ago by teamques10 ★ 70k
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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 3.8 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 3.8 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 3.8 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 3.8 years ago by pedsangini276 • 4.8k
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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 3.8 years ago by teamques10 ★ 70k
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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 6.7 years ago by teamques10 ★ 70k
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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 6.7 years ago by teamques10 ★ 70k
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laterally unsupported beam
design and drawing of steel structures updated 6.7 years ago by teamques10 ★ 70k
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Unstiffned seat angle connection
design and drawing of steel structures updated 6.7 years ago by teamques10 ★ 70k
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Determine min. Area of plate as shown in fig with a plate size 210 X 8 mm & 16 mm bolts
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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Compression resistance of compound column consist of ISHB 300@ 58.8 K91m with one cover plate of 350$\times$ 20mm on each flange shown and having length 5m assume bottom column fixed & top rotate free
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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A column to support a service load of 700 kN column has and effective length 7m w.r.t z axis & 5m is written on y-axis used steel fe 410
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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An unequal angle 1.5m long carry factor tensile force of 230 KN design the section using 4mm fillet weld assume fy=250mpa and fe 410 grade
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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An unequal angle 1.5m long of a truss is connected to the gusset plate carrying 250 KN load design bolted connection use fe 410 & 250Mpa stress
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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A Single unequal angle 100$\times 75\times10$ is used as tention member connected to 12 mm gusset plate at ends with 6no's of 16mm $\phi$ bolts are pitched at 50mm Determine axial tention If the
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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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 3.6 years ago by monisha2012235 • 20
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Compression Member
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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Angle 150 x 75 x8 mm carry's double row of bolt it longer leg at gauge distance 55 65 mm 40mm short leg bolts longer leg are strugged at pitch of 50 mm row bolts on short leg dist 100 A &B.Using 16mm
design and drawing of steel structures updated 6.8 years ago by teamques10 ★ 70k
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