The reinforced concrete cantilever retaining wall is made with 3000 psi normal weight concrete and reinforced with Grade 60 galvanized steel. the main reinforcement rests flexural stresses in the stem and is specified as #7 bars every 18 inches along the length of the wall. The distribution seal distributes stresses along the length of the wall and is specified as #4 bars at 12 I spacing. The concrete cover is 1.5 everywhere. Calculate the developmental length for the main reinforcement using the basic equation (ACI 318 -19: 25.4.2.4). Assume no transverse reinforcement Ktr-->0). Is the main reinforcement embedded deeply enough in the footing to fully develop its yield strength in tension?

Q: 2. The column section shown below has ties, concrete compressive strength fe' = 5000 psi, and…

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Q: D 25 mm deformed bars, it is required to: a.) Calculate and check the actual reinforcement ratio b.)…

A: Given : simply supported beam with udl and point loads acting 300 mm and 500 mm cross section 25 mm…

Q: 3. A column shown below has tie reinforcement conforming to ACI 25.7.3. Assume normal- weight…

A: Given: concrte stress  fc'=6000 psi allowed stress in concrete  fc=60002=3000 psiand for steel grade…

Q: Design According to ACI 318-19 CODE if possible, otherwise mention the code used for the design

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Q: (3) H 22" IN_ 1:3|2|2|2|3| 4 #8 (b) Check if the #8 bars As, reg 2.85 in ² #4 at 8" 0.c. fé=4.000…

A: Given: fc = 4 ksi fy = 60 ksi b = 3+2+2+2+3 = 12 in Clear cover = 3 in L = 6 ft main bar = 4 #8 = 4-…