R Determine the axial force and moments at the top and bottom of the column below.1.7PWDL = 34 kN/mWWLL=11 kN/mPOL = 152 kND1.6m%3DA4.4m5.2m BPLL = 66 kN3.6m

Answered: Image /qna-images/answer/9924dfb3-9810-4a69-8cd5-b710c277da1e.jpg

Answered: R Determine the axial force and moments…

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

Take that w0 = 3.4 kN/m. 3 m Wo X = ? 1.5 m A) Replace the distributed loading with an equivalent resultant force. F₁ = ? B) Specify its location on the beam measured from point O.
Determine the shear force V in the beam at a point located 1.00 m to the right of point B. The ground reactions are provided.By = 300 kNCy = 125 kN
determine the support reactions at point A,B & C. TAKE NOTE: The support C is fixed and Support B is an internal hinge. Kindly show your complete solutions.refer to the given figure below.
Compute the force in member BD in kN. P1=117 kN, P2=72 kN and x = 7.8 m. Write numerical value only and in 2 decimal places
1. Solve and show solution W1=115 p1=30 p2=35 p3=40 p4=50
The shaft in the figure has a hollow part from B to A and is solid throughout C to B. The hollow segment is 8mm thick and the shaft has an outer diameter of 80mm. Determine the maximum shear stress developed in the shaft. If B is the midpoint of the 2-meter shaft, and G = 75 Gpa, determine the angle of twist of A with respect to C. PROBLEM 1 B 4 kN-m 2 kN-m
If the vertical reaction forces at B and D are; By = 16387 lb and Dy = 2253 lb, determine the following:(a) Determine the Shear Force at the following points: x = 4.4 ft. (-) (i.e. just to the left of point B). Answer in pounds and round-off to integer.(b) Determine the Shear Force at the following points: x = 4.4 ft. (+) (i.e. just to the right of point B). Answer in pounds and round-off to integer.(c) Determine the Shear Force at the following points: x = 13.2 ft. (-) (i.e. just to the left of point C). Answer in pounds and round-off to integer.(d) Determine the Shear Force at the following points: x = 13.2 ft. (+) (i.e. just to the right of point C). Answer in pounds and round-off to integer.(e) Determine the bending moment at point C. Answer in lb.ft and round-off to integer.
Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm4.
Eng'g Mechanics
Question: Given: a = 0.4 m b=0.1 m F₁ = 800 kN F₂ = 915 kN M₁ = 400 kNm •A 0.7 m 1 m 1) Find the shear force at Point B, VB: B M, 2) Find the bending moment at Point B, MB:
If M = 5.41 and w = 26.4, Determine the Shear Force at point B of the Beam shown. w in kN/m Min kN.m C 3 m A B 4 m

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

R Determine the axial force and moments at the top and bottom of the column below, 1.7P WDL =34 kN/m WLL =11 kN/m POL= 152 kN 4.4m 5.2m B 1.6m P = 66 kN 3.6m