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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An A36 W14X605 simply supported steel beam with span “L” carries a concentrated service liveload “PLL” at midspan. The beam is laterally supported at supports and its midspan. Consider its beam selfweight to be its service deadload, “w” (use ASEP steel manual for selfweight, w and other section properties). In checking section's compactness, calculate the upper limit for non-compact web category? Express your answer in 2 decimal places.