(11.12 KN) [24.46 KN) [17.8 kN] 2500 Ib 5500 Ib 4000 ib 6' 5' 4' 7' 5' [1.8 m] [1.5m] (0.9m] [1.2 m] (2.1m] [1.5 m] w - 6000 Ib (26.7 kN] 'W• 2000 Ib R2 [8.90 kN) R2 (a) (đ) [8.90 KN] [2224 kN)[7.80KN] [35.59KN] [13.35 kN) 3000 lb 2000 Ib 5000 Ib 4000 Ib 8000 lb 2' 4' 2' 5' [0.6m), (12m) 0.6m). 09m) [12 m), [1.2m) [1.8 m) [L2m) [1.5m] 6000 Ib 10,000 Ib Re [26.7 kN) [44.5 kN] (b) (e) [22.24 KN) [4.45 kN] [13.35 kN) 1000 Ib 3000 b 2' 5000 lb 4' 6' [2.4 m] [1.2 m} [12 m] 0.6m), [1.8 m] (1.2 m] w - 12,000 Ib [53.4 kN] 2000 lb 6000 Ib [8.9 kN] [26.7 kN] (c)

(11.12 KN) [24.46 KN) [17.8 kN] 2500 Ib 5500 Ib 4000 ib 6' 5' 4' 7' 5' [1.8 m] [1.5m] (0.9m] [1.2 m] (2.1m] [1.5 m] w - 6000 Ib (26.7 kN] 'W• 2000 Ib R2 [8.90 kN) R2 (a) (đ) [8.90 KN] [2224 kN)[7.80KN] [35.59KN] [13.35 kN) 3000 lb 2000 Ib 5000 Ib 4000 Ib 8000 lb 2' 4' 2' 5' [0.6m), (12m) 0.6m). 09m) [12 m), [1.2m) [1.8 m) [L2m) [1.5m] 6000 Ib 10,000 Ib Re [26.7 kN) [44.5 kN] (b) (e) [22.24 KN) [4.45 kN] [13.35 kN) 1000 Ib 3000 b 2' 5000 lb 4' 6' [2.4 m] [1.2 m} [12 m] 0.6m), [1.8 m] (1.2 m] w - 12,000 Ib [53.4 kN] 2000 lb 6000 Ib [8.9 kN] [26.7 kN] (c)

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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