Problem 2 Design the columns A, B, C, and D for the porch shown below. The columns are 12ft long. Use Douglas Fir-Larch, No. 1. Assume the ends are pinned connections. (Ignore the self-weight of the structure) Dead Load = 15psf Live Load = 30psf I 16 ft 'В 16 ft C I 16 ft 8 ft

Problem 2 Design the columns A, B, C, and D for the porch shown below. The columns are 12ft long. Use Douglas Fir-Larch, No. 1. Assume the ends are pinned connections. (Ignore the self-weight of the structure) Dead Load = 15psf Live Load = 30psf I 16 ft 'В 16 ft C I 16 ft 8 ft

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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