1.6 kips 1.6 kips 1.6 kips 1.6 kips 0.8 kip 1.6 kips 0.8 kip A Howe scissors roof truss is loaded as shown. Determine the force in members DF, DG, and EG. F D 6 ft В L4.5 ft E A ft 8 ft 8 ft 8 ft 8 ft 8 ft.

4. Member CE Member DE A Member EF 12'-0" 4K 10 D 12'-0" 6K E F 12'-0" H Shown above is a simple span Howe Truss. For each case, solve for the RESULTANT force in the member specified. Where applicable, the moment center must be clearly identified. Begin by calculating the reaction forces at hinge support A and roller support B 12'-0" Force Tension B Force Tension Compression Force Tension Compression Compression

A truss is loaded as shown. Solve for the 10 unknowns: AB, BC, AD, BD, CD, DE, CE, Ax, Ay, and Ey.

From A to B it is 7.5ft, from A to G it is 24ft.

Problem# 3: Select a Tee-shape for the top chord of the truss given in Figure 4 using LRFD approach. P consists of dead load of 60 kN and snow load of 40 kN. Note that a lateral bracing is provided at each joint in the out-of-plane direction. 1.5m P/2 2m P A 2m A P I 2m -Top chord- P 2m IP 2m Ť Section A-A P 2m P/2