Determine the required shear V, for which this beam should be designed. Use the simplified method provided in ACI 318M-0 Section 11.3.1.1 to determine the strength V, with normal weight concrete. When stirrups are needed, specify the spacing from support face to the No. 10 U-stirrups that may be required. Given: A₂ b= d =2040 mm² (four No. 25 longitudinal bars) 350 mm = 495 mm (taken as h-65 mm)

Determine the required shear V, for which this beam should be designed. Use the simplified method provided in ACI 318M-0 Section 11.3.1.1 to determine the strength V, with normal weight concrete. When stirrups are needed, specify the spacing from support face to the No. 10 U-stirrups that may be required. Given: A₂ b= d =2040 mm² (four No. 25 longitudinal bars) 350 mm = 495 mm (taken as h-65 mm)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please show me the detailed solution. Thank you!
Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
A rectangular concrete beam has a width of 300mm and an effective depth of 550mm. The cantilever beam is loaded as shown. Assume f = 21 MPa and fy = 312 MPa. Compression reinforcement if necessary shall be placed at a depth 80mm from the outermost compression concrete. Determine the required number of 25mm tension bars. Draw the details of the rectangular beam. 20 kN/m 3 m 2 m 2 m 40 kN
Answer the following for the section at Point D Only Calculate the distributed load "w" that: Will cause the section crack Will cause the reinforcement to yield. Material Properties: F'c = 5000 psi Fy = 60000 psi Es = 29000000 psi Ln = 27 ft L wl₂² 16 wl,² 14 CD L wl,2 vl₁² 10 11 win² 16 h: 28 in A=4 in² b=14 in n d: 25 in
Top tie 4. Assume that the wet concrete (s.w. = 150 Ibf/ft3) behaves as a liquid. Determine the force per unit foot of length exerted on the forms. If the forms are held in place as shown, with the ties between vertical braces spaced every 2 ft, what force is exerted on the bottom tie? Brace Form 9 ft Concrete Bottom tie
Topic: Restrained Beams 140KN 2.5m 3.5m 5KN/m 3.2m МА 6m MB 11WL2 Pab² 5WL2 Pa?b MA = - MB = - 192 L2 192 L2 INSTRUCTION: 1. Determine the maximum stress in the timber beam with the size of 120 x 370mm.
1/ Calculate maximum deflection of the beams (This was solve it) 2/ Check the suitability of the section assuming the code limitation of L/240. 3/ If maximum deflection doesn’t meet the code requirement, propose your solution
A reinforced concrete beam that is 375 mm wide and 500mm deep must resist a service live load moment of 250 kN-m and a service dead load moment of 150 kN-m. Use f'c-21 MPa and fy=415 MPa. The effective concrete cover is 65mm (to the centroid of reinforcements). 1. Determine the area of compression steel reinforcement (If required. Answer O if not) in mm² 2. Determine the minimum number of 25 mm diameter bars to be provided to satisfy the demand ultimate moment 3. Determine the maximum number of 25 mm diameter bars to be provided to have a tension controlled section Answer 1: 2403.21 correct answer: Answer 2: 9.00 Answer 3: 8.00
need fast and comp, pls
A circular Column has dia of D 30 in. Concrete Compressive strength at 28 days is of steel is (60 + 60) ksi. Determine the design capacity of circular column and 8 # 11 bars is used. (4 + 60) ksi and yielding strength
R1-5. Determine the average punching shear stress the circular shaft creates in the metal plate through section AC and BD. Also, what is the average bearing stress developed on the surface of the plate under the shaft? C 40 KN -50 mm- -60 mm- -120 mm B D $10 mm
B4