I KN I KN EF G А В С D BC DEFG A MA 15 m 5 m 5 m5 m 5 m5 m Ay15 m. D, 15 m- () Primary Beam Subjected to G. Unit Load at G El = constart (a) Indeterminate Beam 0.617 0.228 LO 0031 0.545 A B CDE F G |1 kN G (g) Influence Line for D, (kN/kN) L0 (b) Primary Beam Subjected to Unit Load 0.582 0.228 B -C.063 0 A. 0 -0.032 C DEF G (h) Influence Line for G, (kN/kN) D. GXD, I KN I KN 2.54 (c) Primary Beam Subjected to Rolunlant D, D, =0.228 G, =0.032 A, =0.804 (i) 1.0 0.804 0.386 XG, G 0 0.159 F G I KN ABC D E-0.127 0 (d) Primary Beam Subjected to Redundant G, (j) Influeice Line for A, (kN/AN) I KN 2.54 1.735 BCE F G G E F A A B C -0.805 -0.635 (e) Primary Beam Subjected to Unit Load at D (k) Influence Line for M, (kN - m/kN) FIG. 14.5

I KN I KN EF G А В С D BC DEFG A MA 15 m 5 m 5 m5 m 5 m5 m Ay15 m. D, 15 m- () Primary Beam Subjected to G. Unit Load at G El = constart (a) Indeterminate Beam 0.617 0.228 LO 0031 0.545 A B CDE F G |1 kN G (g) Influence Line for D, (kN/kN) L0 (b) Primary Beam Subjected to Unit Load 0.582 0.228 B -C.063 0 A. 0 -0.032 C DEF G (h) Influence Line for G, (kN/kN) D. GXD, I KN I KN 2.54 (c) Primary Beam Subjected to Rolunlant D, D, =0.228 G, =0.032 A, =0.804 (i) 1.0 0.804 0.386 XG, G 0 0.159 F G I KN ABC D E-0.127 0 (d) Primary Beam Subjected to Redundant G, (j) Influeice Line for A, (kN/AN) I KN 2.54 1.735 BCE F G G E F A A B C -0.805 -0.635 (e) Primary Beam Subjected to Unit Load at D (k) Influence Line for M, (kN - m/kN) FIG. 14.5

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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