F- 3 kN 500 mm P = 2.8 kN y Figure Q1 400 mm A z Figure Q1 shows one 'L’shaped beam ACD which is built -in at one end. It is loaded with load F=2.5kN at its free end D and with load P= 3.5kN at point C. The beam has solid round cross-section with diameter of 100 mm. The beam is made of steel with E= 200 GPa and v= 0.3. Use point B as the critical point to be analysed a) Calculate the respective stresses values and draw the stress element at point B in the x-y direction. b) Calculate and draw the principal stress element & maximum shear stress element. c) If a strain gauge is fixed at point B at -20 degrees from the x-direction, calculate its value.

F- 3 kN 500 mm P = 2.8 kN y Figure Q1 400 mm A z Figure Q1 shows one 'L’shaped beam ACD which is built -in at one end. It is loaded with load F=2.5kN at its free end D and with load P= 3.5kN at point C. The beam has solid round cross-section with diameter of 100 mm. The beam is made of steel with E= 200 GPa and v= 0.3. Use point B as the critical point to be analysed a) Calculate the respective stresses values and draw the stress element at point B in the x-y direction. b) Calculate and draw the principal stress element & maximum shear stress element. c) If a strain gauge is fixed at point B at -20 degrees from the x-direction, calculate its value.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. Aps =10(0.153 in²) = 1.53 in² 20'-0" 110" 16" 4" 40'-0" Section 2-1" 6" 24" 4-#10 (As 5.08 in²) -c.g.c. Material Properties: fc = 5 ksi fpu = 270 ksi fy = 60 ksi
The beam is subjected to the two concentrated loads as shown. If P=30kN, determine themagnitude of w1 and w2
hello can you also continue this one? it is still the same question
Pls answer asap . Pls provide accurate answer. Help me thank uuu. Handwritten thank u.
Situation 5: A built-up beam is composed of the following: bf 200 d = 350 mm tw 8. %3D mm tf = 12.0 mm All plates are A36 steel with Fy = 250 MPa and the flanges are continuously connected to the web by means of fillet welds. The beam is simply supported at its end and laterally supported only at supports. Cb =1.0 1. Which of the following nearly gives the moment capacity of the beam if it has a span of 4 meters? O 133 KN-m O 140 KN-m O 129.88 KN-m O 121.22 KN-m
Strength of material
The beam is 30% glass-reinforced plastic, the triangular load is w0 = 300 lb/ft and the factor of safety is 10. The support at A is a pin and the support at B is a roller. the beam will fail due to bending and not shear, determine the required value of b
P=wa B A -X C W -2a- For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve for portion AB of the beam, (b) the deflection at B (c) the slope at B
y = EI 1 B For the beam and loading shown, determine Part 1 out of 3 (a) the equation of the elastic curve for portion AB of the beam, WO 2 L x Wo -L/2- 1 120 10 X X 1
KINDLY HELP ME WITH THIS PLEASEEEE
Question 27 1 points Save Ans A built up l-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 3.8 m long. All elements are A36 steel and connected such the section is fully effective Using the following properties, calculate the flexural buckling stress, Fcr, in MPa using theoretical k. Flanges: b = 150 mm, te = 18 mm Web: h = 310 mm, tw = 7 mm Write your final answer in two decimal places only. I. tf
Civil engg qus