One-Way Slab Problem No.1

[@AyubSabr-p1n]

5-17 For the Wall detail shown below: a. Determine the lap splice length. b. Determine the development length in com- pression and tension for the hooked bars, is the footing depth adequate? c. Determine if the footing width "W" is ade- quate for the development of the footing bars in tension. 2" clr. As (req'd): Footing: 1.0 in./ft? Wall: 0.47 in./ft? #5@8" (vert.& dowels) Lap splice #9@14" W =5'-6" 22 cir. 1-3 --Hook dev. length PROBLEM 5-17

[@AyubSabr-p1n]

plz whats refernce for this problem can you help me ssume an 8" one-way slab continuous over 4 total supports. The Clear span between supports is ln = 16'-0". Use f. = 3000 psi and fy = 60,000 psi. Assume d = 6" to the main reinforcing a.Determine the moment and shear values using the ACI coefficients. Draw each diagram assuming a knife-edge support (i.e., ignore the width of the supporting beams). b.Determine the required flexural reinforcing (bar size and spacing) in the slab at the first interior support

[@arnoldcalalo4978]

Sir hindi po ba dapat along 3m ung 1m strip? Shorter span po yun diba. Tsaka ung pagkuha poba ng Mu=Wul2/8 always po ganyan formula?

[@Real.RenzDeAla]

hindi pom for simply supported lang po yan, may iba papong formula for 2 or more span.

[@mohammadjannmamowalas2985]

Wul2/8 always ba yan na formula sa mu max?

[@Real.RenzDeAla]

hindi pom for simply supported lang po yan, may iba papong formula for 2 or more span

[@GabNg]

sir palapag po sana ng question

[@MELTV-gw7ie]

Hello po upon calculating the the Mumax=Mucapacity hindi po tugma ang computation sa calculator from your calculation niyo po. How did you do it po to solve the raw by shift solve. Sana po ma notice. Thank you

[@stjeonghan]

same lang din po nakuha ko sa sagot ni engr