6. What range do the methods for determining required strength of a member cover? a) from very rigorous procedures to very simple approximations 6) From very simple approximations to complex mathematical models c) Only very rigorous procedures are available d) There are no methods available for determining required strength e) None of these 7. Which moments are multiplied by a magnification factor called 82 in the analysis where the frame is allowed to sway? a) Mot b) Mit c) 01 d) 82 e) None of these 8. What is the expression for 81 derived for? a) Unbraced frames b) Partially restrained moment connections c) Braced frames against sidesway d) Fully restrained connections e) None of these 9. What factor determines whether modification is required for the moment? a) The lateral displacement b) The axial load c) The column height d) The equivalent uniform moment factor e) None of these

6. What range do the methods for determining required strength of a member cover? a) from very rigorous procedures to very simple approximations 6) From very simple approximations to complex mathematical models c) Only very rigorous procedures are available d) There are no methods available for determining required strength e) None of these 7. Which moments are multiplied by a magnification factor called 82 in the analysis where the frame is allowed to sway? a) Mot b) Mit c) 01 d) 82 e) None of these 8. What is the expression for 81 derived for? a) Unbraced frames b) Partially restrained moment connections c) Braced frames against sidesway d) Fully restrained connections e) None of these 9. What factor determines whether modification is required for the moment? a) The lateral displacement b) The axial load c) The column height d) The equivalent uniform moment factor e) None of these

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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