For the pin-jointed frame shown below: 100 kN C 4 m B 3 m 90 kN- D. 4 m 6 m- Find forces in member AE,AB,BD
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Given arrangement,
To find force in members AE,AB,BD
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- Given is a truss structure: Where: Working shear stress for the rivets is 70 MPa Working bearing stress due to rivets is 140 Mpa Thickness of the member is 5 mm Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 kN 120 kN B. 3 m E 200 kN 4 Panels @ 4 m = 16 mDetermine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 m
- What is most nearly the internal forces on member FG in the truss shown below 3 ft 5k B A fe-handbook-10-1.pdf O FG = 1.67 k (C) O FG = 13.33 k (T) O FG = 8.33 k (T) O FG = 20 K (C) 5k C D 10 k E F 4 @ 4 ft = 16 ft 5k G. H 5k IDesign the most economical member for truss member L1 of the truss shown below. It is to consist of a W flange with a three lines of 16mm bolts in each flange element. Using A36 steel with an Fy = 250 MPa and Fu = 400 MPa 3.6000 Pu-100 KN 3.6000 Section Name W12x14 W12x65 w12x17 Pu= 100 KN Area (mm²) 2680 12300 2720 3.6000 Pu-100 KN d (mm) 302 307 305 3.6000 tf (mm) 5.72 Pu= 100 KN 15.4 12.4 -3.6000- bf (mm) 101 305 205 Pu-100 KN 3.6000 3.60002. The truss shown in figure is pin connected only at the lettered joints. Find the force acting in each member. B 12 E H 400 lb 600 Ib 800 Ib 4 panels @ 18' 72'-
- Select all zero-force members in the truss shown below. Check the box for zero- force members 3 m 3 m 12 m, 8 @ 1.5 m DE O LK ЕР O HF O BC BM EF OM CD BN LO O DK FI O codetermine the member stresses of the truss shown. indicate if the stress in the member is in tension or compression. present complete and neat solutions. p1-30kN W-25kN/m P2=51kN AH Av Im P₂ Im P₂ Im P₂ Im Av W 1.6mFor the plate shown, the distance d required to eliminate the flexural .effect at section a - a is 100 mm 200 mm d True O False O -300 mm- a
- The rigid frame shown in Figure is unbraced in the plane of the frame. In the direction perpendicular to the frame, the frame is braced at the joints. The connections at these points of bracing are simple (moment-free) connections. Roof girders are W14 x 30, and floor girders are W16 x 36. Member BC is a W10 x 45. Use A992 steel and select a W-shape for AB. Assume that the controlling load combination causes no moment in AB. The service dead load is 25 kips and the service live load is 75 kips. a. Use LRFD. b. Use ASDQuestion # 1: Determine the force in each member of the truss and state if the members are in tension or compression. 300 lb 600 15 B 60015 GOO G 11. 244in. 6 ft load at point B, D, F = 600 lb load at pount A and H=300 lb distance AC = CE =EG = GH = 8FT -80---SA- [Answer: FAB=15001b-C. Fac-12001b-T, Fac0, For-12001b-T, Fan+ 12001b-C, F₁-601b-C. Form 721h-T, Use symmetry to obtain the rest of the members]A PL 38 X 6 tension member is welded to a gusset plate as shown. The steel is A36 (Fy = 36ksi, Fu = 58ksi). a. The design strength, Pu based on gross area b. The design strength, Pu based on effective area PL × 6 3/8" 6" Cross Sectional area of PL3/8x6