The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear cover is 40 mm. Analyze analytically and not using charts. Disregard buckling/slenderness. a. What is the maximum moment Mu (kNm) that can be applied along the x axis

The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear cover is 40 mm. Analyze analytically and not using charts. Disregard buckling/slenderness. a. What is the maximum moment Mu (kNm) that can be applied along the x axis

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given data: E=29000 ksiI=843 in4EI=24447000 k.in2EI=169770.8333 k.ft2

Q: The bar ABC of negligible weight is supported by a pin at A and a rope that runs around the small…

A: Step 1

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: A simply supported beam is loaded. Use E = 29 x 10³ ksi and I = 550inª. Using moment area method…

Q: 2.6 The rigid bar BC in Figure is supported by the steel rod AC of cross-sectional area 160mm². Find…

A: Given Data Cross sectional area of rod (A) = 160 mm2 E = 200 GPa Determine the vertical…

Q: Use the conjugate beam method to determine the slope and the displacement at the C. E = 200 Gpa, l=…

A: To determine slope and deflection at point C ( using conjugate beam) The free end in real beam…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given Data: E=29000 ksi I=843 in^4 EI=244.47*105 ks-in2 w=7.5 kips/ft LAB=10 ft LBC=LCD=5 ft LDE=6…

Q: 7-21. The steel rod is subjected to a shear of 30 kip. Determine the shear stress at point A. Show…

A: Given :

Q: 8-40 Determine the dlisplacement at A . Assume B is ca roller. E= 200 Cofa, I= 80XI0 mmy.Use…

A: Consider the free body diagram as;

Q: F8-20. Use the conjugate beam method and determine the slope at B and displacement at B. El is…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: uncracked transformed section

A: Given: The dimension of the beam is 300 mm x 500 mm Modular ratio, n = 8 Reinforcing steel bars = 4…

Q: Mo В D A C

Q: 7-21. The steel rod is subjected to a shear of 30 kip. Determine the shear stress at point A. Show…

A: Given data:- The steel rod is subjected to a shear of, =30 kip The moment of inertia of the circular…

Q: Q3/ The three forces and the couple are applied to the bracket shown in Figure below. Determine (1)…

A: Resultant force: The total number of forces acting at a point or the system with magnitude and…

Q: Analyze beam using. displacement method of analysis as shown in Figure-I. to deteimine internai…

A: The moment distribution method is a structural analysis method for statically indeterminate beams…

Q: 8-27. Determine the displacement at C and the slope at B. El is constant. Use the conjugate-beam…

A: Determine the displacement at C and the slope at B.

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given Data: E=29000 ksi I=843 in^4 EI=244.47*105 ks-in2 w=4.9 kips/ft LAB=14 ft LBC=LCD=8 ft LDE=5…

Q: Using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. a=2.8 b=24 c=28…

Q: Determine the minimum force P to prevent the 399-kg rod AB from sliding. The contact surface at B is…

A: Take moment about B:∑ MB=0NA3+fA4-mg42=0NA3+0.45NA4-399×9.8142=0NA=1630.9125N

Q: 1. Between A and B the bending stiffness is 2EI, while between B and C it is equal to EI. The moment…

A: A simply supported over hang beam with force, F at the overhang is given.Moment at B, M = 2FaIt is…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given data: E=29000 ksi I=843 in^4 w= 4.8 kips/ft LAB=12 ft LBC=8 ft LCD= 8 ft LDE=6 ft It is…

Q: A symmetrical beam cross section is shown below. The centroid is in the exact centre of the section.…

Q: For the section in figure which is a thick pipe, draw the Shear Stress distribution along the whole…

A: For the given hollow circular section, outer diameter, D = 80 mm inner diameter, d = 40 mm Q=10000…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: The 10-kg block A rests on the 50-kg plate B in the position shown. Neglecting the mass of the rope…

Q: A simply supported beam is loaded. Use E = 29 x 10³ ksi and I = 550in⁴. Using moment area method…

Q: P A В C 60 mm 60 mm 0.5 m -0.2 m→

Q: 2) Determine the slope and the displacement at the end C of the beam. E-200 GPa, 1=18(10) mm* Use…

A: ###Determination of slope and deflection of beam at C using Conjugate Beam Method####

Q: displacemen steel member has a cross-sectional area of 300 mm². Use the method of virtual work

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: Use the method of virtual work and determine the vertical displacement of point B. Each A-36 steel…

A: Consider the free body diagram of the given system.

Q: d The given scissors use a spring be- tween A and B to reopen the scissor blades af- A ter the user…

A: Given: The value of P is 0.8 N. The angle ABC is 120o. The distance AB or BC is 0.06 m. Consider the…

Q: Using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. a=4.5 b=26…

Q: A steel shaft must transmit 150 kW at a speed of 360 rpm. Knowing that G=77.2 GPa, design a solid…

A: Reference : Mechanics, Steel shaft Given : Speed, G, Maximum shearing stress, length and angle of…

Q: Determine the vertical displacement of joint A of the truss. Each member has a cross-sectional area…

A: Solution Given Data Cross-sectional area A=300 mm2 E=200 GPa

Q: (+) The hollow shaft used in the system has the following conditions: В Outer Ø: 110 mm Ø Allowable…

Q: F9-3. Determine the horizontal displacement of joint A AE is constant. Use the principle of virtual…

A: To determine:Horizontal displacement at A

Q: 100KN 80ト~ 4m 3m Eエ A

A: Slope deflection method: The slope deflection method is used in structural analysis to find the…

Q: The simply supported beam consists of a W21x 44 structural steel wide-flange shape [E = 29,000…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

The short column below is subjected to Pu = 1500 kN. . Use f’c = 28 MPa and fy = 415 MPa, Clear cover is
40 mm. Analyze analytically and not using charts. Disregard buckling/slenderness.

a. What is the maximum moment Mu (kNm) that can be applied along the x axis

y
8-032
500
$12
-500
Pu = 1000 kN
www
Mu

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“). Assume that the support at D can provide resistance either up or down. For a loading of w = 7.2 kips/ft, determine: (a) the beam deflection vĄ at point A. (b) the beam deflection vc at point C. Assume LAB = 11 ft, LBc = 6 ft, LcD = 6 ft, LDE = 5 ft. W A B D LAB LBC LcD LDE Answers: (a) VA = 0.436 in. (b) vc = -0.012 in.
Assume that P = 13 kips and L = 5 ft. Determine the reaction force at C. Assume that El is constant for the beam. (Reminder: The roller symbol implies that both upward and downward displacement is restrained.) A B D L L O 11.38 kips (up) O 7.01 kips (up) O 10.44 kips (up) O 13.18 kips (up) O 14.29 kips (up)
This is easy one ,Please make it short and simple. There are few solution available which are lengthy.
The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“1. Assume that the support at D can provide resistance either up or down. For a loading of w = 7.2 kips/ft, determine: (a) the beam deflection Va at point A. (b) the beam deflection vc at point C. Assume LAB = 11 ft, Lec = 6 ft, LcD = 6 ft, LDE = 5 ft. В D E LAB LBC LCD LDE Answers: (a) VA = 0.9 in. (b) vc = 0.5| in.
A Use the Castigliano's Method for Beams and Frames Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mmª. - 3m 29 KN D -3 m B + -3 m 4 kN Answers: •Displacement at C should be (87.75kN m³)/EI •Slope at C should be (23.25kN m²)/EI
Use the method of virtual work and determine the vertical displacement of point A. Each steel member has a cross-sectional area of 400 mm2, E = 200 GPa.
Please answer in complete solution and draw an fbd.Note: Please use the second picture as guide for the formulas. Thanks°
For the beam shown, determine the displacement at Dand the slope at Dusing the indicated method. Assume A is a fixed support, Bis a pin, and Cis a roller. Draw the SHEAR and MOMENT diagram. USE CASTIGLIANO'S THEOREM E = 200 GPa. 35 kN 200 mm cross-section 400 mm А B -4 m- -4 m- -4 m
Read the question carefully and give me right solution according to the question. Note: Don't copy from other experts answer
PLEASE SOLVE THIS ONE AS SOON AS POSSIBLE. THANK YOU.. SURELY I WILL RATE U ( STEP BY STEP RPOCESS) USING AREA MOMENT METHOD
Determine the slope at the end Cof the beam. Use the conjugate-beam method. E-200 GPa, =70(10) mm. Assume B is a roller and A is a pin. 8 kN 2 kN/m Sm Sm 5m
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN