Prob. 4-6: The simply supported truss shown is 1.80 meters at king post.4. Determine the resultant force at support A in KN.5. Evaluate the force at member CG in KN.6. Evaluate the tensile strength in MPa of membera. 9.04b. 9.58120KN CDd. 182.73b. 204.70b. 48.36a. 230.95a. 67.82CG if the cross-sectional area is 50mm x 150 mm.d. 71.85c. 6.45d. 6.89YO 097berioG+2.2m +-2.2-2.2-2.STTAMAL20019180 KN2.2kDeve GGAc. 218.61c. 51.68yd banggengӘЙГЕВАН 1 3QИЗЯМА!108291019 110tundentMA

Answered: Image /qna-images/answer/6d00bd8c-552c-4874-916a-735d689c2280.jpg

Prob. 4-6: The simply supported truss shown is 1.80 meters at king post. d. 182.73 b. 204.70 b. 48.36 a. 67.82 4. Determine the resultant force at support A in KN. a. 230.95 5. Evaluate the force at member CG in KN. 6. Evaluate the tensile strength in MPa of member a. 9.04 CG if the cross-sectional area is 50mm x 150 mm. d. 71.85 c. 6.45 d. 6.89 Yo Dauberio b. 9.58 120KN C D G +2.2m +-2.2-2.24+2. STTAMAL $12019 180 KN 2.2mk DeveqCA c. 218.61 c. 51.68 yd bensgeng БИШЕВАН 1 2 ИЗЯМА! 108289101110tundent MA

Prob. 4-6: The simply supported truss shown is 1.80 meters at king post. d. 182.73 b. 204.70 b. 48.36 a. 67.82 4. Determine the resultant force at support A in KN. a. 230.95 5. Evaluate the force at member CG in KN. 6. Evaluate the tensile strength in MPa of member a. 9.04 CG if the cross-sectional area is 50mm x 150 mm. d. 71.85 c. 6.45 d. 6.89 Yo Dauberio b. 9.58 120KN C D G +2.2m +-2.2-2.24+2. STTAMAL $12019 180 KN 2.2mk DeveqCA c. 218.61 c. 51.68 yd bensgeng БИШЕВАН 1 2 ИЗЯМА! 108289101110tundent MA

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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