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5.3 Magnitude of effective length of compression member depends upon A) ocation where member is used B) load applied on member C) material of member D) rotational restraint supplied at end of compression member unported beams is governed by

5.3 Magnitude of effective length of compression member depends upon A) ocation where member is used B) load applied on member C) material of member D) rotational restraint supplied at end of compression member unported beams is governed by

Structural Analysis
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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please solve part 5.3

5.1 What is steel tension member? A) Structural elements that are subjected to indirect tensile loads B) Structural elements that are subjected to direct compressive loads C) Structural elements that are subjected to direct tensile loads D) Structural elements that are subjected to indirect compressive loads 5.2 For the calculation of net area of flat with staggered bolts, the area to be deducted from gross area A) (dt) + 2[(S2/4g)t] B) 2(dt)-[(S2/4ght] C) (d) + [(S2/4g)] D) (d)-2[(S2/4g)] 5.3 Magnitude of effective length of compression member depends upon A) ocation where member is used B) load applied on member C) material of member D) rotational restraint supplied at end of compression member design bending strength of laterally supported beams is governed by 5.4 The A) yield stress B) bending C) torsion D) lateral torsional buckling
Transcribed Image Text:5.1 What is steel tension member? A) Structural elements that are subjected to indirect tensile loads B) Structural elements that are subjected to direct compressive loads C) Structural elements that are subjected to direct tensile loads D) Structural elements that are subjected to indirect compressive loads 5.2 For the calculation of net area of flat with staggered bolts, the area to be deducted from gross area A) (dt) + 2[(S2/4g)t] B) 2(dt)-[(S2/4ght] C) (d) + [(S2/4g)] D) (d)-2[(S2/4g)] 5.3 Magnitude of effective length of compression member depends upon A) ocation where member is used B) load applied on member C) material of member D) rotational restraint supplied at end of compression member design bending strength of laterally supported beams is governed by 5.4 The A) yield stress B) bending C) torsion D) lateral torsional buckling
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