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Use area method Use area method Use area method Draw the shear force and bending moment diagram And show some calculations

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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Problem 1: The combination of three shafts shown is fixed to rigid supports at A and D. Determine the maximum shearing strength. Properties: Length (m) Diameter (mm) G (GPa) Steel 2 25 83 Aluminum 3 45 28 Bronze TB = 300NM 25 35 Tc = 700NM AI
| For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to V (i. e.at point E, (02)tensile =?, (0z)compressive =?, (Ty)max =?). I is 8.5 in“. 300 Ibf in 3 in 1800 lbf ỹ = 1.5 in I in N. A. A 10 in 8 30 in |R,= 6900 Ibf |R2 = 3900 lbf 2.5 in 3 in V (Ibf | 5100 I in -1800 -3900 M (lbf.in)| x (in)
please work on this problem for a 4 story building and pleaseconsider the written masses m1,m2,m3 & m4 m1= m m2 = 2m m3= 2m m4 = m the figure only shows two stories, but you need to draw a 4-story building. thank you very much!
Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a-14.0 ft, b-5.5 ft, c- 8.0 ft, w - 9 kips/ft and M - 260 kip-ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax - 0, it has been omitted from the free-body diagram.) - 0, B Answers: Ay- kips kips Part 2 Determine the shear force acting at each of the following locations: (a) x - 0+ ft (i.e., just to the right of support A) (b) x - 14.0 ft (i,e., at point B) (c) x - 19.5- ft (i.e., just to the left of the support C) (d) x - 19.5+ ft (i.e., just to the right of the support (C) (e) x - 26.5 ft…
Show FBD, all the step by step solution and neat handwritten.
Use Fy= 345 mPa