Given: PD = 250kips and PL = 350 kips. The member is 30 ft long with pinned end, supports and is laterally supported in the weak direction at the one-third points of the total column length. Find: :  The lightest W12 section to support the loads. Use design tables in part 4 of AISC Manual. LRFD and ASD

Q: A single-angle tension member, an L90 x 90 x 10, is connected to a gusset plate with 22 mm-diameter…

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Q: NEED ANSWER URGENT PLS!! A W 12 x 35 tension member of A992 steel (Fy = 350 MPa and Fu = 450 MPa) is…

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Q: A 50 ksi W14x22 is used as a compression member. The member is pinned at each end and it 8-feet…

A: Yield Strength (Fy) = 50 ksi Elastic Modulus (E) = 29000 ksi  Section = W 14 x 22 Length of column =…

Q: As shown in Figure 7, members AC and BD are used to brace the pin-connected structure against a…

A: Factored load, 12 kips. A36-steel properties: fu = 58 ksi fy = 36 ksi

Q: USE NATIONAL STRUCTURAL CODE OF THE PHILIPPINES 2015

A: Given that -    To determine the  net area for the plate shown in figure .   (a)   Ag = 2400×14…

Q: A double-angle tension member, 2L 75 x 50 x 8 LLBB, of A36 steel with F= 250 MPa and Fy= 400 MPa, is…

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Q: Use LRFD and design the tension members of the roof truss shown. Use double-angle shapes throughout…

A: Given: loads: Metal deck: 4 psf of roof surface Built-up roof: 12 psf of roof surface Purlins: 3 psf…

Q: 1. Check the following members for Tension, Compression, and Flexure utilizing AISC and H-Code. All…

A: Solution: A36 grade of steel, fy=36 ksi, fu=60 ksi Using the equilibrium condition, Compression in…

Q: The built-up girder below is comprised of four A572 Grade 50 plates welded together. Compute the…

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Q: A W10x45 with two lines of (3/4)in diameters bolts in each flange using A572 grade 50 steel is used…

A: Answer We are given bolt diameter = 3/4 in W 10 x 45  A 572 grade steel To determine the LRFD design…

Q: 2/58 The cantilevered W530 x 150 beam shown is subjec- ted to an 8-kN force F applied by means of a…

A: Given a cantilever beam W530×150 subject to a force of 8 kN. It is asked to determine the equivalent…

Q: Calculate the factored load capacity of a double channel section member of A36 steel according to…

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Q: Problem 1: Hanger in Tension with Block Shear The W12 X 53 tension member shown below has two rows…

A: Given: db = 1 in Fy = 50 ksi Fu = 65 ksi section properties: W 12 x 53 Ag=15.6 in2 d = 12.1 in tw =…

Q: An HSS10x10x3/16 is used as a compression member with one end pinned and the other end fixed against…

A: The section HSS  with one end pinned and the other end fixed against rotation but free to translate.…