Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Reinforced Concretearrow_forwardDetermine the reactions of A & B for the steel bon and leasing as given abuming that 4.5 mm clearance exist bin the bar and the ground before the loads are applied. Assume E = 200 GPG. P₁ = 300 KN P₂ = 600 KN A₁ = 250 mm² A₂ = 400 mm² 5 R 4 3 2 1 & P VA 0 B P₂ 150mm 150m 150mm 150mm 4.Smarrow_forwardThe floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of 40 lb/ft?. Draw the loads with magnitudes on the following structural members: а) BI b) В2 с) ВЗ d) B4 e) Gl f) G2 g) G4 6 @ 7' = 42' C4 G1 B3 B2 2 @ 15' = 30' G4 G3 G2 BT 5 @ 6' = 30' 42' 36' For the same floor plan shown above and assuming the same floor loads and that the building consists of four floors, determine the following: a) The dead load on column Cl in the first floor. b) The live load on column C2 in the second floor. Consider live load reduction. c) The sum of the dead plus live loads on column C3 in the third floor. Consider live load reduction. OTarrow_forward
- For the flexible diaphragm below you are given x1 = 39, x2 = 28, y1 = 32, y2 = 20, and w1 = 2.0 (w2 is not necessary for this problem). Determine the maximum collector force. yi X₁ w₁ * x2+ W2 * Уг farrow_forward5 m T Į 2.5 m 10 kN B A с D 10 m For the portal frame shown in the above figure, the final end moments are: 'AB' - 15 kN.m, MBA=10 kN.m, McD = 20 kN.m, The end moment at Moc will be CD DCarrow_forward
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