i need the answer quickly Answer Five QuestionsQ1/When the two forces are placed on the beam, the diameter of the A-36 steel rod BC decreased from 50 mto 49.98 mm. Determine the magnitude of each force P. Use E = 200GPA and G =75.75GPAI m0.75 m(10 markr

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Answered: Answer Five Questions Q1/When the two…

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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Rcmid=13392 O Codex Alimentarius... A What requirements. 国 Re ey to.. EHide ble This course Let's consider a fixed supported beam subjected to a triangular distributed load as shown in the figure below. The equation of the shear force (0 sxs 2m) is given by: 100 N/m 2 m Select one: O v(x) = -300 X2 +300 (N) O v(x) = -100 X² + 100 (N) O V(x) = -500 X2 +500 (N) O v(X) = -75 X2 +75 (N) O v(x) = -200 Xx² + 200 (N)
üz a aplanmadı ) üzerinden etlenmiş y ioruyu etle Н V The internal shear force V at a certain section of a beam is 60 kN.m. If the beam has a cross-section shown in the figure where h=243 mm, a=112 mm, b=182 mm, c=10,8 mm and t=14,7 mm, Determine the first moment of area (Q) for the point H (mm) where L=48,2 mm.
3. 40 mm- 20 mm 80 mm P Two blocks of rubber, each 80 mm long by 40 mm wide by 20 mm thick, are bonded to a rigid support mount and to a mov- able plate (1). When a force of P = 2,800 N is applied to the assembly, plate (1) deflects 8 mm horizontally. Determine the shear modulus G of the rubber used for the blocks. ans: G=1,15 mPa dy
es A 4-m cantilever beam is loaded as shown. The cross section is formed with two concentric circles of radii 45 mm and 35 mm. If the allowable stress is 150 MPa, F Ra 1 X Y 12 Determine the section modulus of the beam. Select the correct response: 72113.831 mm³ 87833.695 mm³ 57962.384 mm3 45378.561 mm³ Ri 12
A simply supported beam AB is subjected to a uniformly distributed load and a concentrated load as shown. The midspan deflection if E = 200 GPa and 1=3x 106 mm² is: 200 N/m M = 1800 Nm S 2m 2 m 2 m 2 m Determine the value of Ely midway between the supports in kN-m³. Select the correct response: 3.2 2.3 5.9 2.9 C
Situation 1: The 300-1b force is to be resolved into components along lines a-a' and b-b'. P 300 lb b 60⁰ a' 1. Determine the angle a knowing that the component along line a-a' is 240-lb. 2. What is the corresponding value of the component along b-b'?
Five forces are applied to the beam trolley as shown. Determine the y-coordinate of the point on the y-axis through which the stand-alone resultant R must pass if F = 6.8 kN and 8 = 20°. Point O is at the center of the I-beam. 2.4 kN - 630 mm 70 mm 2.2 kN 350 mm 1.0 kN 1.4 kN F Answer: y = mm the tolerance is +/-2%
A horizontal steel girder of uniform section, 15 m long, is supported at its extremities and carries loads of 120 kN and 80 kN concentrated at points 3 m and 5 m from the two ends, respectively. I for the section of the girder is 1.67 x lO^-3 m4 and E = 200 GN/m2. Calculate the deflections of the girder at points under the two loads. (Cambridge) ANSWER: 3.06 cm Please show the solution to get the answer.
The fixture shown in Figure 5 is fixed at point A and free at point C. The frame is made from a steel bar 50 mm wide and 75 mm thick. Assuming Young's modulus for steel to be 200 GPa, determine the vertical deflection at C due to the applied load of 5 kN. Use Castigliano's theorem and ignore any axial or shear deformations. A 4.5 m Figure 5 kN с T B 5 (not to sca 1.5 m Cross section ↓ 0 ↑ h b = 50 mm = 75 mm
SITUATION III: The cross section of a tension member is shown below: Use Fy=275 MPa, Fu=400 MPa. 25 350 16 mm o 30 25 350 12. Compute for the gross area of the cross section. b. 29750 mm² d. 23000 mm? a. 28 000 mm? C. 23 490 mm? 13. Compute for the allowable tensile capacity due to yielding. a. 4698.00 kN C. 4610.78 kN b. 4654.39 kN d. 6706.59 kN 14. Compute for effective net area if shear lag factor is 0.90. Diameter of holes is 3mm more than that of bolts. a. 28 000 mm? C. 23 490 mm² b. 29750 mm? d. 23000 mm?
Problem 4 The beam loaded as shown below, compute the bending stresses at every 1m from the fixed end support of the beam use Ina = 100x106 mm4 www 10 kN 4 kN/m bm 러 n.a. 130 mm 200mm
Practice Problem 4.4.4: The homogeneous 200-lb sign is suspended from three wires. T2 4 ft T3 B 4 ft B A Find the tension in each wire. 3 ft 2 ft 200 lb FBD

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Answer Five Questions Q1/When the two forces are placed on the beam, the diameter of the A-36 steel rod BC decreased from 50 m to 49.98 mm. Determine the magnitude of each force P. Use E = 200GPA andG 75.75GPa 1 m I m 0.75 m (10 markr