For the frame below, calculate the shear force at point Q. Take P=13 and note that this valueis used for both the loads and the lengths of the members of the frame.1AQ✗19KBP2.5P-BRC45 degrees✗1.2P-4PhN-P→

Answered: For the frame below, calculate the…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.2.4P: Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.

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Only handwitten answer is needed
use kN as final answer
1) Determine the normal force at point E Express your answer to three significant figures and include the appropriate units. 2) Determine the shear force at point E. Express your answer to three significant figures and include the appropriate units. 3) Determine the moment at point E. Express your answer to three significant figures and include the appropriate units.
Calculate the reaction on the supports, draw a shear force diagram, and a bending momentdiagram.
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Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A frame and a loading are shown. Note that P = 1.5 kN and a = 0°. P 200 mm -300 mm- 400 mm kN. D kN-m 200 mm Determine the internal forces at point Jwhen a=0 The axial force is kN The shear force is The bending moment is 175 mm
Calculate the support reaction force for the uniformly distributed load below, where w=w= 27 N/m and LAB=LAB= 4 m. The downward direction is denoted as positive direction.
Determine normal, shear, and moment forces for points A and B. Needs Complete typed solution with 100 % accuracy.
Answer p1 and Part 2: Determine the shear force acting at each of the following locations:(a) x = 11.0- ft (i.e., just to the left of point B)(b) x = 11.0+ ft (i.e., just to the right of point B)(c) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2.Answers: a) V = ____ kips b) V = ____ kips c) V = ____ kips Part 3: Determine the bending moment acting at each of the following locations:(a) x = 11.0 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Answers: a) M = ____ kips-ft b) M = ____ kips-ft Part 4: Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers: Mmax = ____ kips-ft xmax = ____ ft
The shears shown are exerting a vertical force on the branch at point E. Find the load in 2-force member AB in N; use + for tension and - for compression. Write the answer with 3 significant digits. Don't write units; the units are N. P 76 N X= 38 mm y 28 mm 70 mm 35 mm 40 mm
Problem 1 Please choose the correct answer and also write down your solution. (1) The section supports an upward internal shear force and a clockwise internal torque. Where does the absolute maximum shear stress occur? a. Point A b. Point B c. Point C d. Point D (2) The internal force and moment of the section have been determined as F = 100î + 300k (N) and M = 50î + 40j (N - m). Where does the absolute maximum normal stress occur? a. Point A b. Point B c. Point C d. Point D
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For the frame below, calculate the shear force at point Q. Take P=13 and note that this value is used for both the loads and the lengths of the members of the frame. 1 A Q ✗ 19 KBP 2.5P- B R C 45 degrees ✗ 1 .2P- 4PhN -P→