For load combinations for strength design, what is the load factor for H load?0.51.41.21.6QUESTION 5ASCE 7-16 Provision for partition loading:1) Partition loading is specified in Sectionof ASCE 7-16.2) Partition loading is considered as aload.3) Partition loading is(reducible or unreducible). Which of the following statements is not true with respect to the column B-2?It is subjected to axial force and bending moment.It is an interior column.It is subjected to axial compression only.O It is a gravity column.QUESTION 8Based on the same floor framing plan, which of the following statements is not true with respect to column B-6?O It is subjected to axial force, shear force and bending moment.It is a seismic column.It is an edge column.It is subjected to axial force only.JESTION 9Per ASCE 7-16 standard, the reduced live load L, for a structural member is limited to not ess than [a] % of the minimum specified liveload LO (in Table 4.3-1) of the standard, if the member support one floor only.

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For load combinations for strength design, what is the load factor for H load? 0.5 1.4 1.2 1.6 QUESTION 5 ASCE 7-16 Provision for partition loading: 1) Partition loading is specified in Section of ASCE 7-16. 2) Partition loading is considered as a load. 3) Partition loading is (reducible or unreducible). O O

For load combinations for strength design, what is the load factor for H load? 0.5 1.4 1.2 1.6 QUESTION 5 ASCE 7-16 Provision for partition loading: 1) Partition loading is specified in Section of ASCE 7-16. 2) Partition loading is considered as a load. 3) Partition loading is (reducible or unreducible). O O

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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