16-11.828⁰ 9-2 9-5.828¹ 10.342 8x8 POST PIO 12-11.342* 6-5.143* TT 8x12 RAFTER P109 8x8 POST P102 10.102* |8²|8" |8" | 30 31.756 CTF CUT POSTS ON SITE 5-5.458 8x14 #1 TIE P105 CTF 8x8 POST PIOG 6x10 STRUT P107 4-6.029⁰ 16-0¹ 20-0¹ 5* CTF GXQ STRUT P108 1-2.142 8-1 5.858 3¹ 8'-3' 2.1 8-3.828' 14¹-1.375" 13-8.375" 8x12 RAFTER PLIO 8x8 POST P103 50 80 8x8 POST P104

16-11.828⁰ 9-2 9-5.828¹ 10.342 8x8 POST PIO 12-11.342* 6-5.143* TT 8x12 RAFTER P109 8x8 POST P102 10.102* |8²|8" |8" | 30 31.756 CTF CUT POSTS ON SITE 5-5.458 8x14 #1 TIE P105 CTF 8x8 POST PIOG 6x10 STRUT P107 4-6.029⁰ 16-0¹ 20-0¹ 5* CTF GXQ STRUT P108 1-2.142 8-1 5.858 3¹ 8'-3' 2.1 8-3.828' 14¹-1.375" 13-8.375" 8x12 RAFTER PLIO 8x8 POST P103 50 80 8x8 POST P104

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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