Extracted text: 10.33 ull LTE K KUDA LIAR E LEMBAR KERJA 4 3 Determine the force in each member of the truss shown. State er each member is in tension or compression. 3 of 3 10 kips B 7.5 ft H G E -6 ft--6 ft-6 ft→-6 ft→| www.statikastruktur.wordpress.com Page 2 4 A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. 250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb 4 ft 4 ft 4 ft 4 ft 4 ft 4 ft D Bo G H E 2 ft Ao C 5 A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE. +2 m 2 m→2 m 2 m-2 m 2 m→ |240 N 360 N F 360 N 240 N 240 N 120 N D 120 N 1.75 m В K L 0.4 m C E 3 m 6 For the frame and loading shown, determine the force acting on member ABC (a) at В, (Ь) at C. 8 in. 10 in. 80 lb 8 in. A 6 in. 6 in. B 10 in.
Extracted text: 10.33 ull LTE K KUDA LIAR E LEMBAR KERJA 4 2 Using the method of joints, determine the force in each member of the truss shown. State whether each er is in tension or compression. 2 of 3 375 lb 8 ft 500 lb В C 8.4 ft Determine the force in each member of the truss shown. State 3 whether each member is in tension or compression. 10 kips D 7.5 ft H G E F -6 ft-6 ft→--6 ft--6 ft- www.statikastruktur.wordpress.com Page 2 4 A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. 250 lb 500 lb 500 lb 375 lb 250 lb 250 lb 125 lb 4 ft 4 ft 4 ft 4 ft 4 ft 4 ft D Bo E G H 2 ft Ag A valuted roof truss is loaded as shown. Determine the force in members BD, BE, and CE. 2 m 2 m 2 m→2 m 2 m 2 m- 240 N 360 N 360 N 240 N F 240 N 120 N D 120 N 1.75 m В K G E 0.4 m 3 m 6 For the frame and loading shown, determine the force acting on member ABC (a) at В, (Ь) at C. 8 in. 10 in. OU ID B.