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- 6-5. Discussions * Why is a minimum thickness of at least ten times the depth of the impression required in the Brinell test?c. Lateral pressure due to pore water (in kN/m2 per meter length of wall): @ point R = @ point S = @ point T = Thank you please helpA tainter gate has a radius R, width W and height B. (B = 2R sin 0, where 20 from the hinge subtends B.) What is the horizontal force acting on the gate? W h=B/2 В B P
- b. Lateral pressure due to soil (in kN/m2 per meter length of wall): @ point R = @ just above point S = @ just below point S = @ point T = Thank youDetermine the seismic design force (in pounds) for a parapet braced at the top. The concrete (150 pcf) parapet measures 4 ft tall and 6 in thick. Perform the analysis on a 1 ft strip of parapet. In other words, the parapet for analysis measures 12 in long x 4 ft tall x 6 in thick. The parapet is on the roof, so z = h. Use SDS = 0.8 and Ip = 1.0. = Type your answer...econd Year 2 Works: "Strength of Materials" 83 1-54* Three forces are applied along the centerline of a steel bar as shown in Fig. P1-54. Determine the internal forces on transverse cross sections in intervals AB, BC, and CD of the bar. 75 kN 100 kN A gridag B C D 50 kN Prof. Dr. Qais Fadhil Figure P1-54 1-57* Determine the internal forces on section a-a in the angle bracket shown in Fig. P1-57.
- Check the wall below for sliding and overturning. Does it work? The wall thickness at the top reads 2! The backfill is considered granular. is fünf +-24 Backfill Type 2 X = 1201b/p/²³24 = 31° M = 0.42 8₁=150 151/47 3 16"4. How would the capacity of the shear wall with aspect ratio 3:1 be different from shear wall with aspect ratio 1:1 ?Problem 3 (Pro 5.116 Textbook): Prob 5.16 A long concrete bearing wall has vertical expansion joints placed every 40 feet. Determine the required width of the gap in a joint if it is wide open at 20°F and just barely closed at 80°F. Assume a = 6 x10-6 /°F. %3D CONCHETE BEARING WALL EXPANSION JOINT 120 40' 401 40!
- SEATWORK: • Determine by approximate methods the forces acting in the members of the Warren portal. • A& B are fixed supports. 5 kN 1.5m 10 kN D 2m 6 m B 4mDetermine the seismic design force (in pounds) for a parapet braced at the top. The concrete (150 pcf) parapet measures 4 ft tall and 6 in thick. Perform the analysis on a 1 ft strip of parapet. In other words, the parapet for analysis measures 12 in long x 4 ft tall x 6 in thick. The parapet is on the roof, so z = h. Use SDS = 1.0 and Ip = 1.0.A continuous-strip wall footing is shown in cross section in Fig. P5.5. It is proposed that tensile reinforcement be provided using No. 8 (No. 25) bars at 16 in. spacing along the length of the wall, to provide a bar area of 0.59 in²/ft. The bars have strength f, = 60,000 psi, and the footing concrete has f' = 4000 psi. The critical section for bending is assumed to be at the face of the supported wall, and the effective depth to the tensile steel is 12 in. Check to ensure that sufficient development length is available for the No. 8 (No. 25) bars, and if hooks are required, sketch details of the hooks, giving dimensions. Note: If hooks are required for the No. 8 (No. 25) bars, prepare an alternate design using bars having the same area per foot but of smaller diameter such that hooks could be eliminated; use the largest bar size possible to minimize the cost of steel placement. 66"- 12" 27"- 27"- Wall 12" 16" Page 227 / 813 No. 8 (No. 25) bars at 16" spacing