F1 lbF2 lb/ftF3 lb/ftBID EC3 ft6 ft9 ft13ft9 ftF1 = 12, F2 = 15, F3 = 21 Derive the moment equation of segment BC. *Your answerDerive the shear equation of segment CD.*Your answerDerive the mnoment equation of segment CD. *YouranswerDerive the shear equationof secment DE. *Derivethemomermecuation.ot.segment DE,.

Answered: Image /qna-images/answer/18ecc4c5-f4ac-4364-a80a-646db0f87845.jpg

Answered: F1 lb F2 lb/ft F3 Ib/ft B D E 3 ft 6 ft…

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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4-23. The steel bar has the original dimensions shown in the figure. If it is subjected to an axial load of 50 kN, determine the change in its length and its new cross-sectional dimensions at section a-a. Est = 200 GPa, Ust = 0.29. 50 kN A 200 mm B 350 mm_ a -60 mm Prob. 4-23 200 mm -20 mm -20 mm 50 mm -20 mm 50 kN
Current Attempt in Progress Determine the components of all forces acting on each member of the loaded frame. Assume M₁ = 2.5M, M₂= 3.5M. M₁ Answers: On member AC FA= (i Fc= (i On member BC FB = (i Fc = (i R 45° y I 1 45° LI-IX M₂ B i+i i+ i i + i i+ i j) M/R j) M/R j) M/R j) M/R
2. For the loaded, simply supported beam shown in the diagram below, draw a free body diagram, and determine theexternal support reactions S000 o 8000 Ib 1000 ib A. [D 3 fl 6 ft 3 ft 6 ft
L1 = 15 ft, L2 = 30 ft, L3 = 15 ft, w=4 k/ft, Sag-mid = 6 ft
The rigid beam is supported by a pin at C and an A-36 steel guy wire AB. Part A 10 ft 30° If the wire has a diameter of 0.3 in., determine how much it stretches when a distributed load of 150 lb/ft acts on the beam. The material remains elastic. Express your answer to three significant figures and include appropriate units.
A wide flange A992 steel column has a length of 4.6 meters and pinned ends. If Sx=895x103 mm3, Sy=129x103 mm3, d=358mm, bf=172mm, A=7226 mm2, Fy=345MPa, Determine the classification of the column.
A column section shown is reinforced 580 mm with 4-28 mm diameter steel bars. If fc' = 21 MPa and fy = 275 MPa, determine the ff: a. Capacity of the column b. Distance of the plastic centroid, i Moment due to the given load, Pu 500 c. 300 Pu=1200 kN 65 65 300 200 18
Problem: Determine the mid support deflection and overhang deflection if E = 200 GPa | = 1350 x 106 mm 50 N 100 N/M 2M 6M 2M R1 R2
- For the truss loaded as shown, determine the equation for the line of action of the stand-alone resultant R and state the coordinates of the points on the x- and y-axes through which the line of action passes. All triangles are 3-4-5. Assume F₁ = 15 kN, F₂ = 25 kN, F3 = 45 kN, F4 = 25 kN, and M = 110 kN-m. O 6 m H Your answer is partially correct. G Answers: 8 m F₂ B x-axis: x = i -11.4 y-axis: y = i 7.27 Equation of line: y = 0.636 M D F₁ F₂ m m X + i 7.27 m
es Refer the beam shown with cross section of thickness, t = 15 mm. If F = 84 kN and a = 150 mm, F F 2a -40a Find the section modulus of the cross section. Select the correct response: 11946.67 mm³ Ⓒ14400 mm³ 12000 mm³ 12800 mm³ 1 2a t
A column is made of two Channel sections as shown. They are latticed together by light diagonal bracing. The bracing prevents them from moving independently of each other however it does not itself add to the inertia properties. The column is 480" long and is Ball and Socket supported on each end. The column is A36 steel with E = 29,000 ksi. Determine the largest axial compressive load that can be supported with a safety factor of 2.
)30 درجه( Q3: Draw the S.F and B. M. diagrams for the beam shown below. P = 625 lb %3D L1 = 4 ft q = 80 lb/ft - L2 = 8 ft - L3 = 5 ft -

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F1 lb F2 lb/ft F3 Ib/ft B D E 3 ft 6 ft 9 ft 3 ft 9 ft F1 = 12, F2 = 15, F3 = 21 3.