In the figure 9, assume clockwise moments as positive, force F= 432KNand force P =500 KN. Compute the moment of Force F@ points A. *PEA•PCFPDВFigure 91502.715 KN/unitsO -1502.715 KN/unitsO -1739.523 KN/unitsnone of the aboveO 1739.523 KN/units

Answered: Image /qna-images/answer/73953fe3-a58c-4a2d-99b2-5d133fd4faeb.jpg

In the figure 9, assume clockwise moments as positive, force F= 432KN and force P =500 KN. Compute the moment of Force F@ points A. * E A C PD 1 Figure 9 1502.715 KN/units -1502.715 KN/units O -1739.523 KN/units none of the above O 1739.523 KN/units

In the figure 9, assume clockwise moments as positive, force F= 432KN and force P =500 KN. Compute the moment of Force F@ points A. * E A C PD 1 Figure 9 1502.715 KN/units -1502.715 KN/units O -1739.523 KN/units none of the above O 1739.523 KN/units

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: Replace the force and couple moment system acting on the beam by an equivalent resultant force and…

A: Given;F1 = 250 NF2 = 100 NM = 200 N-m

Q: 3. Determine the components of the resultant force and the magnitude of the resultant. x = 20 m, y…

A: A20,15,0B-6,4,0C16,-18,0D0,0,24Postion vectors are rDA=20i+15j-24krDB=-6i+4j-24krDC=16i-18j-24k

Q: Problem #3: y F1= 40 + A (N) 5 3 F3 = 30 N 10 + C (degrees) F2= 65 + B (N) 5. Determine the…

Q: |0 AMPAD use slope deflection method to analyse the beam below A 14 A = 2T 4m *4 20 kN/m A= 1.SI 4m…

A: Given Data Analyse the beam using slope deflection method. Note: As per our guidelines we are…

Q: Q7. Determine the magnitude of the resultant force at A F= 840 N 6 m Fc= 420 N 3 m m 3 m 2 m

A: To find resultant force

Q: Determine the following: a. Components of forces Fand P b. Moment at Point A., B, C, and D c.…

A: “Since you have posted a question with multiple sub-parts, we will solve the first three sub-parts…

Q: Problem 8 Figure 1 of 1 18 in. 30 5 in. > Part A Which of the following is the correct expression to…

Q: Determine the magnitude of the vertical force Cy for the simply supported beam, where w = 8 kips/ft,…

A: Given: A simply supported beam with hinge support at A and roller support at C as shown in the…

Q: In Problem D: Determine the magnitude of the force acting in member FG. Say F1 =F2 =F3 = 8 kN and…

A: We can solve the member forces of a truss by 2 methods . Method of joints Method of sections I…

Q: A B E -smt-sm-sm-5 m – Consider the beam in the figure without the applied load. If support C…

Q: The cross-section and loading condition of a simply supported beam is shown in figure. The allowable…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

Q: solve for each force

A: P= 4.5kN To find force in all members of the truss

Q: BLEM 2: | 1500 lb 4500 lb • ft A E В |D 6 ft 6 ft + -3 ft→

Q: 5. DETERMINE THE MOMENT OF THE FORCE ABOUT POINT O IF F IS 550N. 0.4 m FIGURE 5 0.3 m F 300

A: Resolve force in horizontal and vertical direction. Moment (M) = r*F Where,…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: For the 3-span beam shown in Figure Q2a, use Moment Distribution Method to draw schematic of…

Q: 1. Determine all reactions of supports using force method. El is constant. 100 kg 50 kg 2m AMALM 4m…

A: Given Data: PL = 100kg and 50kg

Q: Determine Ay and By then draw a shear and moment diagram

A: A simply supported beam with uniformly distributed load and point loads.To find: Support reactions,…

Q: 13. Determine the moment caused by the x-component of F1 about point A. (N-m) 14. Determine the…

A: From figd1=Ccos60=0.5d2=Csin60=32

Q: A force F passing through C causes a clockwise moment of 199 lb-ft about A and a clockwise moment of…

Q: Practice Problem 1.4.5: A swing is acted upon by two forces: its weight and the tension in the boom.…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

A: Solution: RA+RB=703×2+70-703×12×3=116.67 kN ∑MB=0 RA×2-703×2-70-703×12×3×23=0RA=46.67…

Q: Shear and Moment by Area Method Draw the shear force and bending moment diagrams for the beam shown…

Q: A force equals of 30 KN acting on the member as shown in figure. The member supports are pin with 8m…

A: Above given data we have to find roller support reaction

Q: a. Calculate reactive forces. b. Plot Shear & Moment Diagrams labeled with pertinent values. c.…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: X Answer: 12.3 × (-35.6) F4 d F3 = 90° Y Y F₁ A B F2 X Find the moment about O of the resultant of…

A: Given -F1=34 lbF2=42.7 lbF3=12 lbF4= 45.1 lb A= 59.9°B=43.3° d= 3ft

Q: Determine the Moment at Point A due to M, F1, and F2 in Vector Form

A: To determine the moment at A due to M, F1 and F2. Given, M→=-180 j^ kNm [Sign of the moment is…

Q: Determine internal end moment Mab acting on span AB at A measured clockwise Determine internal end…

A: Applying three moment equation to span (1) and span (2) M1L1+2M2(L1+L2)+M3L3+6A1a1¯L1+6A1b2¯L2=0…

Q: 12 kN 55mm 3 kN 10mm A 40mm B, 10mm y 10mm In the above figure, we can see two eccentric loads at…

A: Answers are - Ans 1 - (A) Normal load = - 15000N (B) moment for the eccentric load = - 390000Nmm…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: determine the shear force and bending moment at point C in the figure. Given the details, Point 1 -…

A: It can be solved simply by considering section in span BC that moves from right to left so that…

Q: a- fo Ax. A a. 4. (5) For the member loaded as shown, with the smooth collar at A and roller support…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: 1m 10 KN J NJININ A 40 की 1 10KN 10

Q: Dont round off initial values, only round off in final answer ty. Include: Shear and moment…

A: Shear and moment diagram Maximum Shear The location of zero shear/ maximum moment

Q: , Determine

Q: What is the total resultant vertical load in the beam AB? (N) At what distance from A does the…

A: The figure shows a simply supported beam of16 m with uniformly varying load acting up to 9m from A…

Q: ASSIGNMENT Determine the resultant of the parallel force system acting on the bar AB shown. lb 60-…

A: Asked: To determine the resultant of the force system acting on bar AB, specifically: resultant R,…

Q: SHOW COMPLETE SOLUTION PLS VALUES: X = 425

A: F1=425N To find x and y components of force F1 and moment about point O

Q: Determine the magnitude and direction of the resultant force for two forces (F₁and F₂), measured…

A: Objective: To determine - resultant of forces F1 and F2 angle of the resultant from positive u-axis…

Q: Determine the internal normal force at point C of the beam. Give your answer in N and to 3…

A: Given Loading UVL 200 to 400 N/mSpan 6 mTo find out Normal force at C

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

In the figure 9, assume clockwise moments as positive, force F= 432KN
and force P =500 KN. Compute the moment of Force F@ points A. *
PE
A•
P
C
F
PD
В
Figure 9
1502.715 KN/units
O -1502.715 KN/units
O -1739.523 KN/units
none of the above
O 1739.523 KN/units

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 by step

Solved in 2 steps with 2 images

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

STRENGTH OF MATERIALS UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS/FBD LEGIBLY. NO LONG EXPLANATION NEEDED. DRAW IT CAREFULLY.
Dont round off initial values, round off final ans only pls
2. The beam shown has a rectangular cross section 4 inches wide by 8 inches deep. Compute the value of P that will limit the midspan deflection to 0.5 inch. Use E = 1.5 × 106 psi. P 2 ft R₂ 2000 lb/ft 10 ft R₂ P 2 ft Use DIM, MAM, SM, & CBM. Draw completely the Shear and Moment Diagrams
SHOW COMPLETE SOLUTION PLSVALUES: A = 5B = 5C = 1
Q.3) For the figure shown, if the moment of ft the force F about the axis BC is 150 lb •ft. Determine the magnitude of the force F. Ift 3 ft 3 ft 'D
Q1 -A- A man stands on the middle rung of a 250 N ladder resting on a smooth floor and against a wall as shown in Figure. The ladder is prevented from slipping by a string OD and the tension force in the string is 50 N, and the reactions at A and B are 1.3 kN and 433 N respectively. Find the mass of the man. D 0 250 N 30% 2 m 0 4 m
The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁) determine the moment at point 2 (M₂) determine the moment at point 3 (M3) T Ri 2M 70kn/m R2 фоко/м 2M ·Im R3
given w = 8.2 kn/m and p = 15 kn for the beam below Calculate the vertical reaction at support A now. Provide your answer to 2 decimal places. Consider an upwards force as being positive, however only include a sign if the reaction is negative i.e. acts vertically down. Do not provide any units in your answer. Vertical reaction at A [kN] =
Question 3: Moment of a force (a) (b) For the system shown below, determine the resultant moment about point O. Information given: ₁ = (-3î + 4ĵ+ 5k) m, 7₂ = (5î - 6ĵ + 4k) m, F₁ = (-30î + 45j + 45k) N, and F₂ = (50-55) + 60k) N Sketch the resultant moment in the right-handed coordinate system shown below. Your sketch should include the sense of direction and sense of rotation of the resultant moment. + X +2
Completely solve! Box the final answers.
RESULTANT F2 1 m F1 = 10 KN AND F1 F2 = 20 KN 1 m MOMENT F3 F3 = 30 KN F4 = 50 KN F5 = 50 KN PROBLEM 1 A Compute the following: A. Magnitude of the resultant of the forces. F5 B. Total Moment of the forces about Point A. F4
Problem 01. (A-ODD) Given P1 = 40 Ibs and P2 = 100 lbs. (Use negative sign to indicate a direction of going down and going to the left.) 15 129 a. Determine the resultant of the two forces. b. Determine the components of the resultant along x axis. C. Determine the components of the resultant along y axis.