340 400mnC-for the beam calculate the max bending and shearing stresses+2m+4m5KN/m30+1I20.+ 2m+ 30 Y+2007Beam section

Answered: 340 400mn C-for the beam calculate the…

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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#3 Draw the shear and bending-moment diagrams for the beam. W b/ft M Ib-ft 20 ft- 10 ft W = Last 2 digits of ID number M = First 2 digits of ID number Use e.g., ID # = 18-3866-983 W = 83 Ib/ft M = 18 lb.ft %3D # 4 Draw the shear and moment diagrams for the beam. P kN W kN/m B- - 3 m - | 150 kN-m 8m- Use W = Last 2 digits of ID number P = First 2 digits of ID number
Fbd -required +explanation
QL4
NEED COMP FAST
SFD means Shear Force Diagram. BMD means Bending Moment Diagram.
1/ By section method draw axial force, shear force and bending moment diagram 5 kN 3 -1 M- 4 B 2 kN/m 2 M O
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For Problems 5.50 to 5.52, compute the design moment strengths of the beams shown if fy = 420 MPa and f = 21 MPa. Check the maximum permissible A, in each case to ensure ductile failure. E, = 200 000 MPa. Problem 5.50 3 #29 4 #36 450 mm - 2 #22 Problem 5.51 (Ans. 926.9 kN-m) 4 #36 70 mm 400 mm 650 mm 580 mm 70 mm 700 mm 630 mm pls της, and Show Solution 172 of
Draw shear force and Bending moment Diagram I my 8 kip 3 kip/ft A B -3 ft ft 8 ft
Determine the maximum shear force for the beam shown below 60 k 20 k 15 kft 30 k.ft E 3ft 4 ft 4 ft Ay-35 k B 45 k 1440
From the truss shown, design all the tension members using an unequal leg angle with a b of 127mm and is bolted as shown. Use A36 steel and check for all the failures. 51.0000 45.0000 PDL = 150 KN PLL = 90 KN PLr = 60 kN -3.0 m 45.0000 51.0000 B 50.0000 80.0000- -70.0000 个 ↑ 80.0000 70.000 50.0000 -2.5 m- A -5.0 m T
Problem No. 2 A 250x400mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 35Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 14. Calculate the maximum moment 20 kNim 5 kNim 10 kN 65 KN z (m) O 26.67KN-m 36.57KN-m 46.67kN-m O 32.67KN-m O 42.67KN-m O 52.67KN-m 一

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340 400mn C-for the beam calculate the max bending and shearing stresses +2m+ 4m 5 KN/m 30+1 I 20. + 2m+ 30 Y +2007 Beam section