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Design And Drawing Of Steel Structures

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welded connection
design and drawing of steel structures updated 5.2 years ago by teamques10 ★ 65k
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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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Gusseted plate
design and drawing of steel structures updated 5.3 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 5.3 years ago by teamques10 ★ 65k
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Batterns Batterns
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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 5.3 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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Built up section
design and drawing of steel structures updated 5.3 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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Indian standard angle 100$\times$100 $\times$ 6mm is used as strut in roof truss length of strut between entrance section at each end 8m calculate strength 1) connect two halts at each end
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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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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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 5.3 years ago by teamques10 ★ 65k
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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 5.3 years ago by teamques10 ★ 65k
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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 5.3 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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Compression Member
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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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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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 5.3 years ago by teamques10 ★ 65k
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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 5.3 years ago by teamques10 ★ 65k
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Net Section rupture
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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Type of failure tention member
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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Net Sectional area
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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Classification of cross section:
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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Design load Combinations
design and drawing of steel structures updated 5.3 years ago by teamques10 ★ 65k
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