Need help, please show all work, steps, units and round to 3 significant figures. Thank you! A load downward load Pangle of 01==500 N is applied at B. It issupported by two truss members with member BA at an50° from horizontal and member BC at anangle of 0235° from vertical. Calculate the magnitudes ofthe loads supported by members BA and BC.2021 Cathy ZupkeBPӨ1parametervalueunitsP500N°0150о0235CAThe magnitude of the force vector along BA isNThe magnitude of the force vector along BC isN;

Answered: Image /qna-images/answer/d57c92ad-0e95-4525-ab7f-e69f3b632e79.jpg

Answered: A load downward load P angle of 01 = =…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The truss shown in the figure has a uniform cross - sectional area of A and modulus elasticity E. 4. Taking member BD as the redundant member, which of the following most nearly gives the relative displacement of joint B and D when this member is removed. а. 114.05/АЕ b. 98.16/AE c. 81.21/AE d. 121.82/ AE 15 kN 5. Which of the following most nearly gives the stress in member BD a. 9.3 KN b. 8.4 KN 3 m c. 5.6 KN d. 11.4 KN 6. Which of the following most nearly gives the stress in member CD a. 9.05 KN b. 6.04 KN 3 m C. 13.4 KN d. 18.3 KN
A 20 kN 15 kN 10 kN D Problem 2 all reactions and C Determine member forces for the given truss. Provide a table for the summary the member forces. 2 m of A B 2 m Technolagy Driven by /nnountion 2 m ielle Kenneth TuzaRerMarch 21, 2022° Peadline: March 21, 2022°
Statics
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.
P kN В w kN/m 12 m A 5 m 5 m Draw the schematic / blown-up diagram of the frame showing the member end forces. Assume P = 81 and w = 32. What is the shear force at B in member AB?
A) Define the bending stress as relates of beams. B)A fixed AB length 3m carries a point load of 45KN at a distance of 2m from A.if the flexural rigity (i.e. EL)is 1×10^4KNm^2, determine: I) fixed end moment A and B II) Deflection under the load III) the maximum deflection IV) The position of the maximum deflection.
3. The simply supported beam of rectangular cross section carries a distributed load of intensity w, = 3 kN/m and a concentrated force P. Determine the largest allowable value of P if the bending stress is not to exceed 10 MPa. P Wo 120 mm A 400 mm B| 4 m -1.0 m-
Draw the shear force and bending moment diagram
Determine the design positive and negative moments of the beam shown. Also, determine the design shear forces at a distance 1.0m from support B. The dead and live loads for wl are 35.5 kN/m and 15.8 kN/m and w2 = 1.4w1. W2 W1 7.7m A 19
SHOW COMPLETE SOLUTION PLSVALUES:B= 5C= 1
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
MOVING LOADS: P 2P SITUATION: A simple beam AB supports two connected wheel loads P and 2P that are distance d apart (see figure below). The wheels may be placed at any distance x (from the left- support A of the beam). [use P-10 kN, d=2.4 m, and L=12 m] 6. Determine the distance x in m that will produce the maximum shear force in the beam. 7. Determine the maximum shear force Vmax in kN. 8. Determine the distance x in m that will produce the maximum moment in the beam. 9. Determine the maximum moment Mmax in kN-m.

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