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Design And Drawing Of Steel Structures

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Explain web bucking and web crippling in a beam
design and drawing of steel structures updated 2.1 years ago by DevarenjiniP • 3.1k
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Design built up column 10 m long to carry factor axial load of 1080kN the column is restrain in position but not in direction at both end provide single angle lacing system both connection steel fe
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 65k
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Design built-up section column carry axial factored load 1800 kN length of columns is 8m It is effectively held in position at both end & restrain again rotation at one end used steel fe410, fy250
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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WSM (Working stress method) Advantages and limitation
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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 2.1 years ago by monisha2012235 • 20
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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 2.3 years ago by pedsangini276 • 4.8k
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determine design tensile strength of plate 160 x 8 mm connect 10mm thick gusset using 16mm bolt as shown yield ultimate stress of steel are 250 mpa , 410 mpa
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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 2.3 years ago by teamques10 ★ 65k
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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 ★ 65k
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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 ★ 65k
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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 2.3 years ago by pedsangini276 • 4.8k
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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 ★ 65k
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Unstiffned seat angle connection
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 65k
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A double angle discontinuous strut to carry a factored axial comp of 178kN the length of strut between centre of intersection 9s 3.08m design the member for following two cases1)angle packed back
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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 ★ 65k
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4 column ISHB 350 at 661.2N/m carry axial comp factored load 1700kN design a suitable welded gusset base raised on m15 grade concrete Column1)ISNB 350 bf=250 tf=11.6 tw=8.3 2) factored load Pu=1700k
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 65k
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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 ★ 65k
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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 5.3 years ago by teamques10 ★ 65k
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Partial safety factor for loads
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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Laterally supported and unsupported beam
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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 2.3 years ago by pedsangini276 • 4.8k
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design built up column 9m long to carry factor axial comp load 1100kN column is restrain in position but not in direction at both end design the column with connecting system as batten bolted sys used
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 65k
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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 5.3 years ago by teamques10 ★ 65k
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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 ★ 65k
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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 ★ 65k
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