Find the rate of seepage through the permeable layer at α = 5 ° and 9 ° and the impact on the rate of seepage due to the slope angle.

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Design the deep beam in a wall for a warehouse, as shown in the drawing below using the strength design method of TMS 402-22. The wall is to be constructed of fully grouted hollow concrete masonry units in running bond. Determine the width of the masonry units, and the flexural and shear reinforcement required. Use mf ′ = 2,000 psi and Grade 60 (60 ksi) steel, and Type S Portland cement mortar. In addition to its own weight, it carries a dead load of 1.5 kip/ft. and a live load of 0.2 kip/ft. from the roof. The walls on both sides of the opening are very long. Therefore, you may assume that the beam is fixed from rotation at both ends. Design using the following two methods. (a) Design it as a deep beam with the moment arm z given by the code. Show the layout of the flexural and shear reinforcements with diagrams. (b) Design a masonry lintel beam (not a deep beam) that will carry the weight of the masonry of above, and the dead and live loads from the roof. Determine whether you can…

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Chapter 7, Problem 7.2P

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Find the rate of seepage through the permeable layer at $α=5° and 9°$ and the impact on the rate of seepage due to the slope angle.

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Design the deep beam in a wall for a warehouse, as shown in the drawing below using the strength design method of TMS 402-22. The wall is to be constructed of fully grouted hollow concrete masonry units in running bond. Determine the width of the masonry units, and the flexural and shear reinforcement required. Use mf ′ = 2,000 psi and Grade 60 (60 ksi) steel, and Type S Portland cement mortar. In addition to its own weight, it carries a dead load of 1.5 kip/ft. and a live load of 0.2 kip/ft. from the roof. The walls on both sides of the opening are very long. Therefore, you may assume that the beam is fixed from rotation at both ends. Design using the following two methods. (a) Design it as a deep beam with the moment arm z given by the code. Show the layout of the flexural and shear reinforcements with diagrams. (b) Design a masonry lintel beam (not a deep beam) that will carry the weight of the masonry of above, and the dead and live loads from the roof. Determine whether you can…

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