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Design And Drawing Of Steel Structures

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laterally unsupported beam
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design a fan roof truss as shown traving span 9m with roof sloping at 30$^{\circ}$ c/c spacing truss 4m height of eaves is 6m roofing material consist of GI sheet The structure is constructed for wind
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Type of Truss:
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design laterally supported beam of effective span 6m for the following data 1) max Bm=150kN.m 2) max shear force V=210kN grade of steel fe 410 required design laterally supported beam
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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following fig show typical framing plan of steel building design beam b$_{1},b_{2}$ laterally supported use following data 1) beam support brick wall of 150mm thick and 3m high having unit weight
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design beam B of typical flooring plan of steel building as shown following data for design 1) beam supports a brick wall of 230mm thick and 4m high having unit wt 20kN/m$^{3}$ 2)thickness of Rcc
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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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 5.2 years ago by teamques10 ★ 64k
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A S.S steel joists 4m effective spong laterally supported It carry total udl 40kN including of self weight design section of steel of grade fe 4100mpa
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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beam ISLB 500 at 7750N/m carries total factor uniformly distributed load 300kN it is supported an column ISHB 300 at 550N/m each end The connectn is made using m 20 blts of grade 4.6 steel fe410
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design stiffen seated connection to joint ISMB 350 with a column section ISHB 300 beam transmit end reaction of 213.33 kN service load steel is grade fe410
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Stiffen seat connection(welded)
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design unstiffen welded connection for a beam ISMB 250 at 365.9 N/m transmitting end reaction of 110kN due to factored load to flange of column ISBH 200 at 365.9N/m seat angle welded to column flange
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design stiffen seat connection for ISMB 350 transmitting factor and reaction 320kN to column section ISHB 300 Use 410 steel and 4.6 grade bolt
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Stiffness seat angles
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design to set angle connection between beam ISMB 250 and column ISHB 200 at rate 37032 kg/m per reaction from beam=85kN factored used m16 bolt of 4.6 grade and steel 410 with fy250m
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Unstiffned seat angle connection
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Horizontal chain passes over a pully carried by a bracket the bracket is attach to stanction by 6 no of 20 mm bolts as shown in fig find load w which can be carried from the free end chain safely
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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bolted connection supporting eccentric load P as shown if the load on any bolt is not to exceed 29kN calculate maximum value of P
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Determine safe load p that can be carried by than as shown bolts are 20mm $\phi$ 4.6 grade.Thickness of bracket plate is 10mm
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Bracket connection
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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determine capacity of ISHB 400 82.2 kg/m with 1 cover plate of 400$\times$20 mm on each flange is used as column of effective height 6.5m design suitable slab base take m20 concrete and sbc of soil
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Gussted base
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Design slab base for built up column consisting of 2ISLC 350 back to back separated distance 220mm & carrying factored load of 1800 kN used m20 & fe 410 take bearing capacity of soil 350kN/m$^{2}$
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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Slab Base
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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design built up column of eff length 5.9m It is sub to factored axial comp load of 2000 kN provide 2 channel back to back with battens by site welding used steel grade fe 410
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 64k
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