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B 5m 7:29 90 < 3 14 2 ft 个 8 ft Ill 25% WA = 1500 N/m ☑ Q : WB = 4500 N/m A L = 6m B 120 lb/ft B 20 kN A |-25m B 40 kN C +2.5m3 5m-|-3 m | +2 m² | D 600 lb/f D A 6 kN/m = ||| 6 m 4 m 1 kip ㅈ 4 kips C 1 kip 3/5 6.4 ft 2 kN/m B

B 5m 7:29 90 < 3 14 2 ft 个 8 ft Ill 25% WA = 1500 N/m ☑ Q : WB = 4500 N/m A L = 6m B 120 lb/ft B 20 kN A |-25m B 40 kN C +2.5m3 5m-|-3 m | +2 m² | D 600 lb/f D A 6 kN/m = ||| 6 m 4 m 1 kip ㅈ 4 kips C 1 kip 3/5 6.4 ft 2 kN/m B

Structural Analysis
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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B 5m 7:29 90 < 3 14 2 ft 个 8 ft Ill 25% WA = 1500 N/m ☑ Q : WB = 4500 N/m A L = 6m B 120 lb/ft B 20 kN A |-25m B 40 kN C +2.5m3 5m-|-3 m | +2 m² | D 600 lb/f D A 6 kN/m = ||| 6 m 4 m 1 kip ㅈ 4 kips C 1 kip 3/5 6.4 ft 2 kN/m B
Transcribed Image Text:B 5m 7:29 90 < 3 14 2 ft 个 8 ft Ill 25% WA = 1500 N/m ☑ Q : WB = 4500 N/m A L = 6m B 120 lb/ft B 20 kN A |-25m B 40 kN C +2.5m3 5m-|-3 m | +2 m² | D 600 lb/f D A 6 kN/m = ||| 6 m 4 m 1 kip ㅈ 4 kips C 1 kip 3/5 6.4 ft 2 kN/m B
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