1. Check the following members for Tension, Compression, and Flexure utilizing AISC and H-Code. All loads are factored, and all steel is A36. a. Angle: L3x3x1/4 b. HSS: H4x4x1/4 c. Pipe: P2 STD 6'-0" 1.5 Kips -2 kips

Q: 1.4) The design block shear strength is A) 234.900 kips B) 176.175 kips C) 211.050 kips D) 158.288…

A: The given figure is shown below:

Q: 4.3-2 Compute the nominal axial compressive strength of the member shown in Figure P4.3-2. Use AISC…

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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: Pe Po Pp P. If lateral support is provided at both ends, and at the load points, select the lightest…

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Q: If the tension member of is welded as shown, determine the effective area 5450⁰ 1 L 150x150x12 +…

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Q: A double-angle tension member, 2L 3 x 2 x 4 LLBB, of A36 steel is subjected to a dead load of 12…

A: 2L 3 x 2 x 1/4 LLBB section A36 steelDL = 12 kipLL = 36 kip db = 3/4 in

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

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Q: For the plate girder shown below, check the flexural strength, then shear strength on end and second…

A: Given, PD=60 kipsPL=30 kipsFy=50 ksi h=86 in

Q: Plate 10 4 in. Plate x8 <8

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Q: 1.2) The effective net area is A) 5.510 in B) 4.536 in C) 4.536 in D) 4.109 in

A: A double-channel shape, 2 C8*18.75, is used as a tension member. The channels are bolted to a…

Q: 6) Calculate the shear lag reduction factor, u, for the spliced W-shape tension member shown. Hint:…

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