Example 8.6Design the spacing of the 10mm dia U-stirrups, in a simply supported beam carrying a dead load of 60 kN/m(including its own weight) and a live load of 87 kN/m. The beam has a width of 375mm and an effectivedepth of 570mm reinforced with 4-32mm dia tension bars.

Answered: Image /qna-images/answer/2866d2f9-909f-4406-b3c9-e718957048cc.jpg

Answered: Example 8.6 Design the spacing of the…

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

Determine the following if f'c=21 MPa and f(subscript)y= 415 MPa a.) balanced steel ratio b.) maximum steel ratio c.) nominal moment capacity in kn-m d.) ultimate moment capacity 350 mm 600 6-28mm 25 30
Compute the axial force on Member CF. a. O kN b. 6.5 kN (C) C. 1.75 kN (T) d. 7.58 kN (T) 2m 5 kN B 3 m V10 kN 5 m 5 m
Determine the required spacing of 10mm U-stirrups at the left end of the simple beam carrying a uniform dead load of 50 KN/m throughout its span and a concentrated live load of 100KN applied at midspan, L= 6m if f'c = 21 MPa, normal weight, and fy = 420 MPa. The section of the beam has the following properties; d= 635mm, bw=350mm, h=740mm. Express your answer in mm and use whole number.
%23 Q63- For the moviry Loud shown below, Find that the Max force the Value (w) such axiaL in mem ber (B) is (2 00 0-4 w 0-4W 5m 4m 6m.
18
Acantilever beam made of wood spans L- 6 ft. The beam has a rectangular cross section with a width w - 8 in. and a depth d - 20 in. The moment of inertia of the cross section about the horizontal centroidal axis is 5333 in.. A concentrated load Pwill be applied to the free end of the cantilever beam. Calculate the maximum magnitude that may be permitted for concentrated load Pif the allowable shearing stress for the wood is 100 psi. Answer: Pmax" Ib Save for Later Attempts: 0 of 1 used Submit Answer
For the support beam with pinned-rollers and the indicated loading b) Solving for unknown DOF and reaction forces using the finite element method.
Compute moment (kN-m) at support D. 200 KN 24 kN/m DI Sm
The tubular beam shown is reinforced with 4-32 mm diameter top bars and has the following properties: f'c-40MPa, fy-415 MPa, stirrups diameter 10mm and concrete cover-50mm. Calculate the ultimate moment capacity of the beam. 350 mm 150 mm 700 mm 400 mm 100 mm 681.77 km 712.23 kN.m 663.41 kN.m 757.52 kN.m
Answer f & g

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Example 8.6 Design the spacing of the 10mm dia U-stirrups, in a simply supported beam carrying a dead load of 60 kN/m (including its own weight) and a live load of 87 kN/m. The beam has a width of 375mm and an effective depth of 570mm reinforced with 4-32mm dia tension bars.