If you can't solve this question just skip it but don't say this is an assignment question. A W14 x 145 of A992 steel has a length of 20 feet and pinned ends. If the critical load carryingcapacity of the column (Fer) is 30 ksi and the gross cross-sectional area (A.) is 42.70 in. Compute the allowablecompressive strength using ASD method.Select one:O a. 990.70 kipsO b. 768.60 kipsO c. 640.50 kipsd. 896.70 kips

The given section is W14×45, The length is l=20 ft. The critical load-carrying capacity of the…

A W14 x 145 of A992 steel has a length of 20 feet and pinned ends. If the critical load carrying capacity of the column (F) is 30 ksi and the gross cross-sectional area (A,) is 42.70 in. Compute the allowable compressive strength using ASD method. Solect one:

A W14 x 145 of A992 steel has a length of 20 feet and pinned ends. If the critical load carrying capacity of the column (F) is 30 ksi and the gross cross-sectional area (A,) is 42.70 in. Compute the allowable compressive strength using ASD method. Solect one:

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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Cost control

Cost control or management in property or project management is the process by which managers maintain costs under human resource management, assets, and capital expenditure to ensure that the project ends on a budget basis. Cost management depends on reasonable estimates and ongoing monitoring during the project. As a result, good cost control is essential for any construction business that wants to succeed.

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If you can't solve this question just skip it but don't say this is an assignment question.

A W14 x 145 of A992 steel has a length of 20 feet and pinned ends. If the critical load carrying
capacity of the column (Fer) is 30 ksi and the gross cross-sectional area (A.) is 42.70 in. Compute the allowable
compressive strength using ASD method.
Select one:
O a. 990.70 kips
O b. 768.60 kips
O c. 640.50 kips
d. 896.70 kips

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