1. Analyze the frame shown in the figure using the cantilever method. Assume the columns have the same cross-sectional areas. Determine the largest girder shear. 30kN K 4m 50kN 5m 7m 6m H 4m

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Determine the vertical displacement at joint C of the truss. Each member has a cross-sectional area of the 300mm and E=200GPa. Use virtual work method.

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H.W. 2: Use the method of sections to determine the force in members IK, HK, FI, and EG of the truss shown in the figure. 2710 ING 73m

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USE FORCE METHOD. What is the force member AC in the given truss? AE is constant. (kN) Vertical bars=3m, Horizontal bars=4m B Zoom image 10.3 A 7 kN

Learning Goal: To use the method of sections to determine the force in a truss Let point O be the intersection point of the lines of EF and CD, as shown in (Elgure 4) How tar to the right of point Dis point 0? member, The truss shown in (Figure.1) with L=1m is subject to the farces P-4 kN and P-5 kN. Use the method of sections to determine the force in member CF. Express your answer to three significant figures with appropriate units. > View Avallable Hint(a) *- Value Units Submit Figure Part E Determine the coefficient of Fer to calculate its moment about pointO, assuming it acts as shown in (Eigure 3), Let a positive moment act counterclockwise about point O. Express your ansver in meters to three significant figures with appropriate units. > View Available Hint(a) I1 vec Mo Fer

DETERMINE THE BAR FORCES OF THE GIVEN TRUSS IN TERMS OF VARIABLE "P" APPLYING ANY METHOD OF ANALYSIS. STATE THE NATURE OF FORCES. IF THE VALUE OF P= 15KN, WHAT IS THE MAXIMUM TENSILE BAR FORCE VALUE OF CD,BC,AB,AE,BF,DF,CE,DE

TYPEWRITTEN ONLY FOR UPVOTE. DO THIS COMPLETELY. SHOW SOLUTIONS AND ALSO FILL OUT THE TABLE.