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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 helpb. 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 you
- A 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 Pecond 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.Determine 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...
- 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"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!4. How would the capacity of the shear wall with aspect ratio 3:1 be different from shear wall with aspect ratio 1:1 ?
- Determine 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.Determine if the concrete mass gravity wall shown below is safe by calculating factors of safety against sliding, overturning, and bearing capacity. Use the following in your analysis: H1 = 15 ft H2 = 3 ft Bi = 10 ft B2 = 3 ft Yconc = 150 pcf B = 15° Y = 130 pcf $= 35° 8 = 20° B2 • H2 B1SEATWORK: • 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 4m