Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Determine the internal resisting forces and moment trans- mitted by section aa in 120 lb B 45° 30 140 Ib 100 lb 3 ft 2 ft 2 ftarrow_forwardMULTIPLE CHOICES AND SHOW YOUR COMPLETE SOLUTION: 2. Draw the influence line diagram of the given bridge truss system below for its member BC and HI if the loaded chord is member Cl? a. The maximum positive or negative ordinate for the ILD of member BC.2 o -1.2 UNITS o 1.2 UNITS o -1.04 UNITS o 1.04 UNITS b. The maximum positive or negative ordinate for the ILD of member Hl. ? o -1.2 UNITS o 1.2 UNITS o 1.04 UNITS o 1.05 UNITS c. If the bridge truss system is carrying a uniform deadload of 10 kn/m and a moving live load of 13 kn/m with two concentrated loads of 75 kn and 50 kn that is 2m apart. Determine the equivalent bar force for member BC and indicate whether it is in compression or tension. o -558 KN, C o 558 KN, T o 585 KN, T o -585 KN, C G K L 2m 4m A H 6 @ 5m= 30marrow_forwardDetermine the reactions for the beam shown if the vertical deflection at support B is zero. 3.0 kip/ft O B 16' 8' SIMPLE BEAM: CONCENTRATED LOAD AT ANY POINT SIMPLE BEAM: UNIFORMLY DISTRIBUTED LOAD Pb R = V, (max when a b) R V, . Pab w V M max (at point of load). M max (at center) Pbx Shear M, (when x b) = Pab(a + 2bN3a(a + 2b) M max Amax (at center), 27EI Pah2 384EI M max Moment A, (at point of load) 3EII WX (3 – 21r2 + x³) Pbx (2 - b2 - x) 4, 24EI 4, (when xarrow_forwardarrow_back_iosarrow_forward_ios
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