Unit load method for deflection of pin jointed frames BThe cross-sectional area ofmembers AB, BC and CDequals 500 mm?.The cross-sectional area of allother members is equal to250 mm.Member BE is too short byHA AFE25 kN4.0 m25 kN4.0 m4.0 mVD3.0 mm.Determine the value of the vertical deflection at joint F and the horizontaldeflection at joint B.E= 205 kN/mm and a= 12 x 10 /°C; 0= 45° sine=0.707,cose = 0.7074.0 m

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B The cross-sectional area of members AB, BC and CD equals 500 mm?. The cross-sectional area of all HA A other members is equal to F E D 250 mm. Member BE is too short by 3.0 mm. 9. 25 kN 4.0 m 25 kN VA 4.0 m 4.0 m Deterimine the value of the vertical deflection at joint F and the horizontal deflection at joint B. E= 205 kN/mm and a= 12 x 10 /°C; 0= 45° sine=0.707, cose= 0.707

B The cross-sectional area of members AB, BC and CD equals 500 mm?. The cross-sectional area of all HA A other members is equal to F E D 250 mm. Member BE is too short by 3.0 mm. 9. 25 kN 4.0 m 25 kN VA 4.0 m 4.0 m Deterimine the value of the vertical deflection at joint F and the horizontal deflection at joint B. E= 205 kN/mm and a= 12 x 10 /°C; 0= 45° sine=0.707, cose= 0.707

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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