Please fast answer For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if f, = 4000 psi normal-weight concrete and1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested.Assume #3 u stirrups unless given otherwise.Problem 8.12WD = 2 k/ftW = 4 k/ft27 in. 30 in.4 #9-18 ft-12 in.--3 in.Please explain each step and provide thenecessary formulas/equations used(explanation of the use of these will berequired), thank you (I will provide an upvotefor good explanation)Part 1 You need to round stirrup spacings tomultiples of 3 inches (i.e., 3, 6, 9in. and etc.) andstart the first stirrup at a distance of 3 inchesfrom the face of the support.Part 2:Sketch and label the final stirrupspacings

The given data is: Fc=4000 psi Fy=6000 psi Assuming the 3# stirrup for the normal weight of…

For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if = 4000 psi normal-weight concrete and 1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3u stimups unless given otherwise. Problem 8.12

For Problems 8.11 to 8.19, for the beams and loads given, select stimup spacings if = 4000 psi normal-weight concrete and 1, = 60,000 psi. The dead loads shown include beam weights. Do not consider movement of live loads unless specifically requested. Assume #3u stimups unless given otherwise. Problem 8.12

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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