Determine the force in each members in BC, GC and GF. 2 m - 1.5 m 15 m 15 m--1.5 m 40 kN 20 kN
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- Determine the force in member GF (in kN) of the truss. F1 = 2,159 kN, F2 = 1,081 kN. Indicate a tensile load as +ve and a compressive load as -ve.Determine the forces in members IC, CD and HE of the truss shown by method of section. 40 kN 30 kN 1.5 m 1.5 m 1.5 m B 2 m 20 kN A H 2 m 35 kN E 2 m F-Determine the force in kN of following member of the loaded truss. Indicate whether it is C (Compression) or T (Tension). 1. Reaction at E 2. CD 3. JK
- Determine the force in each member of the double scissors truss in terms of theload P and state if the members are in tension or compression.P = 10 kNL= 3mDetermine the force in member GC of the truss shown in lbs. P1 = 492 kN, x=15 m and y = 10 m.answe 4.4.15.For the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EF
- Remove the 5 kN forces and determine the greatest force P that can be appliedto the truss so that none of the members are subjected to a force exceedingeither 9 kN in tension or 7 kN in compression.Determine the forces in the members and reactions at the supportDetermine the force in each member of the truss and state if the members are in tension or compression. Set P1 = 8 kN, P2 = 12 kN.
- STATICS Determine the force in members BC, CF and EF of the truss and state if these members are in tension or compression. Set P1 = 6 kN, P2 = 9 kN, and P3 = 12 kN.a roof truss si shown in the fig. and loded as such. if force P=90.72kN, find the force in member BC (in kN). Neglect H1, H2, H3. use a=3m, b=3m.In the loaded truss figure shown, F1=16.9kN and F2=17kN. Find the forces carried by the members CF and AB.