help me pls i give you upvote A 6-m clear-span simply supported beam carries a uniform dead load of 47.5 kN/m and alive load of 25 kN/m. The dimensions of the beam section are b3D 350 mm, d%3D 550 mm.The beam is reinforced with four bars 25 mm diameter in one row. It is required to designthe necessary shear reinforcement. Given: fc' 28 MPa and fy = 280 MPa.

Answered: Image /qna-images/answer/04bbbd40-586e-4d80-836e-69a9254e85ad.jpg

A 6-m clear-span simply supported beam carries a uniform dead load of 47.5 kN/m and a live load of 25 kN/m. The dimensions of the beam section are b= 350 mm, d= 550 mm. The beam is reinforced with four bars 25 mm diameter in one row. It is required to design the necessary shear reinforcement. Given: fc' = 28 MPa and fy = 280 MPa. %3D

A 6-m clear-span simply supported beam carries a uniform dead load of 47.5 kN/m and a live load of 25 kN/m. The dimensions of the beam section are b= 350 mm, d= 550 mm. The beam is reinforced with four bars 25 mm diameter in one row. It is required to design the necessary shear reinforcement. Given: fc' = 28 MPa and fy = 280 MPa. %3D

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

Locate the centroid of the line ABC
Which feature control frame would you use to tolerance the one-inch slot perpendicular to datum feature A and symmetrical with the four-inch feature within a tolerance of .005 at MMC in the drawing below? Use MMC and MMB wherever possible. 1.000-1.010 138 4.000-4.020 A. B. C. D. E. O E O O A с B B OD .005(M) A 4.00 .005 MA BM 1 005 (M) A BM 0.005MABM .005 M AMB 2.00 A
2.21 The rigid bars ABC and CD are supported by pins at A and D and by a steel rod at B. There is a roller connection between the bars at C. Compute the vertical displacement of point C caused by the 50-kN load. ied, scanned, or duplicated, in whole or in part. Due to electronic rights, some third party content may be suppressed from the eBook and/or eChapter( affect the overall learning experience. Cengage Learning reserves the right to remove additional content at any time if subsequent rights restrictions re Problems 45 Steel L=4m A = 500 mm² E = 200 GPa E = 200 GPa A = 300 mm² L=3m 2m 3m B 1.5 m FIG. P2.21 50 KN 2m D
Need fast complete
The answer is indicated in the image
, l. !ה , זומ 0:1E -15 ft 10 ft Your answer The members of a truss are pin connected at joint O. Determine the magnitude of F1 and its angle for equilibrium * 5 kN 6KN 30 7kN Your answer Вack Submit Never submit passwords through Google Forms. This form was created inside of University of Mosul. Report Abuse Google Forms
Give me clear calculations
Q2. Find Iep -30 50 В 20 A 40 R=20 +-20 - y 20 40 Ix
(8.) Draw the following network: a. G follows F but precede H b. G follows D but precede J c. M follows H but precede L d. K follows A but precede L e. F follows A f. A and D start at the same time g. J and L terminate at the same time.
A cantilever rectangular "yacal" beam, 75mm wide by 150mm deep, carries a uniformly distributed load of 3200N/m over its entire length. What is the maximum length of the beam if the flexural stress is limited to 15 Mpa?
Please explain the how you got the chord lenghts in the chart and the theory of it so I can understand
Hexagonal prism of base side 40 mm height 60 mm is resting on one of its base edge on HP. Its base is inclined at 35° and parallel to VP. Draw is projections.