Assume 4-16Φ is to be provided as tension steel What will be the moment of resistance of the rectangularcross-section of size 250 mm and 550 mm (effective)using limit state method in __kN-m. (M-20 grade ofconcrete and Fe- 500 grade of steel)

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Answered: What will be the moment of resistance…

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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Н WWWN 160kN 140kN 120kN 100kN 130kN 150kN 8 panels @ 6m ea. = 48m 10.8m 8.1m D Determine the force in the members and identify each if (T) - tension or (C) - compression. HI= DG= DE= IJ = 419.444kN T HJ= НК - KJ = JM = 425kN T KL - EG GF EF FI = 419.444kN T FH = GH = || = 9.6m 10.5m
9 Determine the shearing stress, In MPa, on the fiber 30mm above NA at distance 1m from A 10 Determine the spacing, in mm, of rivets on the steel plate
The cutaway view shows a solid aluminum alloy [L2 = 800 mm; A2 = 667 mm2; E2 = 70 GPa] rod (2) within a closed-end bronze [L1 = 818 mm; A1 = 1211 mm2; E1 = 100 GPa] tube (1). Before the load P is applied, there is a clearance of 3 mm between the rod flange at B and the tube closure at A. After load P = 220 kN is applied, rod (2) stretches enough so that flange B contacts the closed end of the tube at A. Calculate the internal force in bronze tube (1).
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The force in member EF using the method of section. [Handwritten solution required]
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ure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answer
I NEED ANSWER
Higher Order L.D.E (D3+6D2+5D-12)y=0
(A) Determine all the forces of every member and identity members that can be solved by method of joints and method of sections. (B) Don't forget to solve the reactions, and to label the members if it's compression or tension. Please answer the problem in detailed solutions.

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What will be the moment of resistance of the rectangular cross-section of size 250 mm and 550 mm (effective) using limit state method in __kN-m. (M-20 grade of concrete and Fe- 500 grade of steel)