2 k/ft 10 k 15 ft El = constant Ax MA Dx Ay 30 ft (a) Indeterminate Frame 60 2 k/ft 2 k/ft 900 B 900 10 k 10 B 60 10 k D 10 Apyo 1,050 k-ft 1,050 60 k 60 (b) Primary Frame Subjected to Extemal Loading - Mo Moments 15 15 B BIB 15 15 ex Dx D Ik A 1k fox.ox A fox. DX (c) Primary Frame Subjected to Unit Value of Redundant Dx-mox Moments 30 B 30 B B x Dy 30 k-ft for.Dr 30 D. D. Ik Ikl fox, DY (d) Primary Frame Subjected to Unit Value of Redundant Dy-mpy Moments FIG. 13. 18

2 k/ft 10 k 15 ft El = constant Ax MA Dx Ay 30 ft (a) Indeterminate Frame 60 2 k/ft 2 k/ft 900 B 900 10 k 10 B 60 10 k D 10 Apyo 1,050 k-ft 1,050 60 k 60 (b) Primary Frame Subjected to Extemal Loading - Mo Moments 15 15 B BIB 15 15 ex Dx D Ik A 1k fox.ox A fox. DX (c) Primary Frame Subjected to Unit Value of Redundant Dx-mox Moments 30 B 30 B B x Dy 30 k-ft for.Dr 30 D. D. Ik Ikl fox, DY (d) Primary Frame Subjected to Unit Value of Redundant Dy-mpy Moments FIG. 13. 18

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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