Answered: Using Three Moment Equation Method,…

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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Structural Analysis. Solve F4-5
Q1 / Determine the resulting displacement of pin B. Assume: A1 = A2 = 900 mm², E1 = E2 = 100 GPa, al = a2 = 12x10-6 / ° C, AT = 35 ° C, h = 1200 mm, 0 = 60 °
Calculate the member force on member HF in Kips? Specify if T or C. 87.6 C 105.9 C 79.7 C 97.5 C 112.1 C
Differential Equation (3xy + 3y - 4)dx + (x + 1)2 dy = 0
Properties: • b1 = 300 mm • b2 = 180 mm • d1 = 250 mm • d2 = 350 mm • f'c = 28 MPa • fy = 414 MPa • eccentricity = 200 mm Determine the following: 1. Location of the plastic centroid measured from the y-axis in mm 2. Depth of the compression block in mm 3. Nominal Axial in kN 4. Moment Capacity in kN-m
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925sq.mm. fc'=17.24MPa, fy=413.7MPa. The depth of the compression block is _mm. A. 136.00mmB. 146.00mmC. 126.00mmD. 156.00mm
Solve All correct dont use Ai ok
Compute for the load in kN on a 3 cm diameter, 100 cm long steel rod it its maximum elongation exceed 0.12 cm. a. 178 b. 196 c.148 d. 287
The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 0.4 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75
The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 0.4 between both collars and the rod determine the maximum supporting force available from friction when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 168.75
Question:- A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every third points. Use A 572 Grade 65 steel with Fy=448.18 MPa. The beam is W310x23.8 section having the given properties. A=3040mm² d= 305mm tw= 5.6mm bf=101mm tf= 6.7 mm Ix= 43x10⁶ mm⁴ Iy=1.2x10⁶mm⁴ a) Calculate the allowable bending stress of the compression flange of beam 7.5 fully supported against lateral movement. b) Based from the previous question, calculate the value of concentrated load P that the beam could support safety.
The strut is supported by a pin atC and a steel wire AB. If the wirehas a diameter of 0.2 in.Determine how much itstretches when the distributedload acts on the strut. Use E =29x106 psi.

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Using Three Moment Equation Method, Determine the reactions in the supports and draw the shear diagram.