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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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).
![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 8
Based 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 9
Per ASCE 7-16 standard, the reduced live load L, for a structural member is limited to not ess than [a] % of the minimum specified live
load LO (in Table 4.3-1) of the standard, if the member support one floor only.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F46227850-bd95-4bc1-9def-a02fdae78d50%2F445254bd-dd5e-4f91-8fc5-86f3a3966652%2Fcnnst34_processed.png&w=3840&q=75)
Transcribed Image Text: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 8
Based 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 9
Per ASCE 7-16 standard, the reduced live load L, for a structural member is limited to not ess than [a] % of the minimum specified live
load LO (in Table 4.3-1) of the standard, if the member support one floor only.
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