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University of New South WalesCVEN 3303Assignment-4-ALL QUESTIONS AND ANSWER CORRECT. ANSWERS VERY COMREHENSIVE. GRADED A.

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Question-1: For the frame and design loads shown in Figure-1, determine the moment amplification factor ds for all of the columns. The Beams are 310UB32 and the columns are 310UC96.8. The column-to- ... footing connection is pinned. All beams and columns are bending about their major axis... ANSWER:UNLOCK TO ACCESS ANSWER Question-2: Check the adequacy of 200UC46.2, Grade 350 for column (A-1) and (A-4) shown in Figure-2. Ignore the Self-weight of the beams and columns. All beam-to-column and beam-toshear wall connections in East-West direction and in North-South direction are hinge. All columnto-footing connections are pinned. All columns are fully restrained only at the base and top of the second storey (roof level). A uniform distributed permanent action (Dead Load) of G=20 kN/m and imposed action (Live Load) of Q=10 kN/m is acting on all beams in East-West direction and a uniform distributed wind load of W u=2 kN/m is acting on the flange of column (A-1) as shown in Figure-2. Details of simple connections in East-West direction are given in Figure-2. The minimum eccentricity requirement according to clause 4.3.4, AS4100 for simple connections only in East-West direction should be considered. The columns are subject to axial compression and uni-axial bending about their major axis ANSWER:UNLOCK TO ACCESS ANSWER [Show More]

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