The built-up steel beam (F= 350 MPa) is loaded with service loads as shown in the figure. The uniform service dead load includesthe weight of the beam. The beam is compact and laterally supported. Consider moment anly. Use ASD.200 mmsteel plateRL20mmWDL 65 KN/m-W14 x 484 m2mTR2OLEIGIVEsteel plate200 mm20mmMAUL MAB NO YTIOT T 10 o Buil+-up section Question 1Compute the plastic section modulus of the built-up section in x 106 mm³. 0Add your answerQuestion 2Compute the maximum service live load (in KN) that can be supported by the beam. 0Add your answerQuestion 3Using the maximum service live load in No.2, compute the maximum moment (in KN.m) at the point of zero shear. 0Add your answer

Note: As per Bartleby guidelines only solution of question (2) is provided Service Load: The service…

Answered: Question 2 Compute the maximum service…

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

Complete Solution. Thank you! I'll rate asap. Given: a = 31.8 kN, b = 40.9 kN, c = 3.8 m, d = 4.4m, e = 4.5m Instructions: 3 Decimal Places Questions: a. Using portal method, calculate for the shear force at member FE in kN. b. Using portal method, calculate for the shear force in kN at member ED. c. Using portap method, calculate for the shear force in kN at member FC. d. Using portal method, calculate for the moment at A in kN-m. e. Calculate for the moment in kN-m at member KH in kN-m at joint K.
Identify the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m. Kindly give me the solution of this please.
Determine the nominal moment capacity of the section in Fig. 4.1 d using two No. 11 bars. fy = 60,000 psi.
Give me the solution. Question: Identify the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m
A reinforced concrete beam having a width of 500 mm and an effective depth of 750 mm is reinforced with 5 – 25mm φ. The beam has simple span of 10 m. It carries an ultimate uniform load of 50 KN/m. Use f’c = 28 MPa, and fy = 413 MPa. Determine the ultimate moment capacity in KN-m when two bars are cut at a distance from the support. Express your answer in two decimal places.
Dead Load= 30 kN/mLive Load= 20 kN/mCompute and draw the Shear and Moment Diagram. Compute the maximum moment. Note: Please hurry up, I'll need it today.
A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa and fy=420 MPa GIVEN: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam
Instruction: Follow Given-Required-Solution format for your computation. Complete FBD for full credit. Problem: Neglecting the weights of the members, determine the magnitude of the pin reaction at D when the frame is loaded by the 200-N.m couple.
A 5.50m beam (425mm by 525mm) is fixed support on one side and roller support on the other side carries a uniform load all throughout its length. It is reinforced with 4D20mm (tension) and two D16mm (compression). Taking fc’=33MPa, fy=415MPa, clear cover=40mm and dv=10mm. a. Determine the balanced moment, kN-m. b. Determine the maximum moment assuming using the NSCP 2015. c. Determine the superimposed dead load it can carry if the beam carries a live load of 20kN-m.
The T beam was designed to support a maximum factored moment of 880kN.m. f'c= 21 MPa, fy= 415 MPa, stirrups= 10mm, concrete cover= 40mm, rebar diameter= 32mm. Find the ultimate moment capacity of the beam section in kN.m.
subj: civil engineering A 50-mm diameter bar is used as a simply supported beam 3 m long. The flexural stress is limited to 50 MPa. If w = 36. •Find Fb(bottom) and Ft(top). (F = Mc/I) •Plot the flexural stress and draw a shear & moment diagram.
For a 6.56ft- long simply supported W-shape A36-Steel Beam having a total concentrated-load of 18.9-K located at 2.187-ft from one of its supports (take It from right-side or left-side), you need to: 1. Draw this beam with its concentrated-load, supports and dimensions; and draw the shear-force diagram (SFD) and bending-moment diagram (BMD)? Ignore the self own weight of the beam and any distributed load Note: drawings are needed by hand sketch. USE: W-shape Steel Beam, Steel A36 (Fy=36 ksi and Fu =58 ksi): P =18.9-K (Kips): and L = 6.56ft

SEE MORE QUESTIONS

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

Question 2 Compute the maximum service live load (in KN) that can be supported by the beam. O Add your answer