For the beam shown in the figure, design the reinforcement for torsion for which f'c = 28 MPa, fy =420 MPa. Vu = 220 kN. Tu = 50 kN-m, and As required for Mu is 2050 mm?. Assume 12mm stirrups and aSituation 1clear cover equal to 40mm. Note: stirrup reinforcement must be also sufficient for shear requirements, andlongitudinal bars must also be sufficient for flexural requirements.650 mm350 mm-

Situation 1 For the beam shown in the figure, design the reinforcement for torsion for which f'c = 28 MPa 420 MPa. Vu = 220 kN. Tu = 50 kN-m, and As required for Mu is 2050 mm2. Assume 12mm stirrups clear cover equal to 40mm. Note: stirrup reinforcement must be also sufficient for shear requirements longitudinal bars must also be sufficient for flexural requirements. 650 mm

Situation 1 For the beam shown in the figure, design the reinforcement for torsion for which f'c = 28 MPa 420 MPa. Vu = 220 kN. Tu = 50 kN-m, and As required for Mu is 2050 mm2. Assume 12mm stirrups clear cover equal to 40mm. Note: stirrup reinforcement must be also sufficient for shear requirements longitudinal bars must also be sufficient for flexural requirements. 650 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

A simply supported rectangular beam of length L has a width of b and an effective depth of d. Compression steel bars are placed at a distance d' from the extreme concrete compressive fiber. The beam supports service dead loads of wD and wl, respectively. Use fc'= 28 MPa and fy = 420 MPa. For the reinforcements, use 4 20 mm tension steel bars and 4 10 mm compression steel bars. b= 390 mm d= 615 mm d'= 165 mm L= 5.85 m Wd= 27.79 kN/m WI= 32. 25 KN/m Questions 1. Calculate the height of the neutral axis measured from the extreme compression fiber. 2. Calculate the strength reduction factor for the given beam. B. Calculate the design moment for the given beam.
Please show your solution on a paper with FBD
I need the answer to the question in reinforced concrete
Can you please help me??
A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 42 kN/m, LAB = 1.5 m, Lgc = 3.0m, and Lco = 1.5 m. %3D Consider the entire 6.0 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). B LAB LBC LCD WT305 x 41 Answer: (a) OmaxT MPа (b) omaxc МPа
AW18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 28 kips, w = 4.6 kips/ft, LAB = 4.6 ft, LBC = 4.6 ft, and LcD = 13.8 ft. Determine the magnitude of the maximum bending stress in the beam. |C D LAB LBC LCD Answer: Omax ksi
AWT305 x 41 standard steel shape is used to support the loads shown. Assume w = 56 kN/m, LAB = 1.0 m, LBc = 2.0 m, and LCD = 1.0 m. Consider the entire 4.0 m length of the beam and determine: (a) the maximum tensile bending stress at any location along the beam (enter a positive answer), and (b) the maximum compressive bending stress at any location along the beam (enter a negative answer). y LAB LBC LCD WT305 x 41 Answer: (a) OmaxT= MPa (b) Ơmax.C = MPa
I need a solution quickly, Use ACI Code
USE NSCP 2015
need help.
Compute the total elongation of the tapered steel bar shown in Fig. 5 subject to an axial load P (= 80 kN). The bar is of constant thickness 12 mm and tappers from W¡ mm at left to w2 mm at the other end. Given E=200 GPa for steel. Values of w1 and w2 for different Roll numbers are stated in Table below. What axial stress exists at mid-length section? Last digit of W1 W2 Roll No. (mm) (mm) P P 1, 4, 7 2, 5, 8 40 120 50 140 12 m 3, 6, 9 & 0 60 160
The service load bending moments on a beam are 128 kip-ft for dead load and 107 kip-ft for live load. The beam is 12 in. wide, f'c is 3000 psi and fy is 60 ksi. Determine Mu. Mt. p. R. the depth of the beam and the As of tensile reinforcing required. How many no. 8 bars or No. 10 bars would have the required As?