Q1: Check the adequacy of the beam shown inFig (1-a) with section shown in Fig (1-b) atsection B-B only.f 28 MPa, f, = 420 MPa800I 1504012640+ 10 stirrupsW =200KN /mB4025150150iBSection B-B2m6m2mFig.(1-a)Fig.(1-b)

Data given- f'c = 28 MPa fy = 420 MPa w = 20 kN/m

Q1: Check the adequacy of the beam shown in Fig (1-a) with section shown in Fig (1-b) at section B-B only. f = 28 MPa, f, = 420 MPa 800 I150 4412 640 10 stirrups W,=200KN /m 4¢25 150 150 iB Section B-B 2m 6m 2m Fig.(1-a) Fig.(1-b)

Q1: Check the adequacy of the beam shown in Fig (1-a) with section shown in Fig (1-b) at section B-B only. f = 28 MPa, f, = 420 MPa 800 I150 4412 640 10 stirrups W,=200KN /m 4¢25 150 150 iB Section B-B 2m 6m 2m Fig.(1-a) Fig.(1-b)

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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alüminyum= aluminum çelik=steel In the given figure, a rigid beam A is connected with a pin, and it is also connected with wires from points B and C. It is known that a uniformly distributed load with a magnitude of w = 7 kN/m acts on the rigid beam. a) Draw the shear force and bending moment diagrams. b) Calculate the average normal stress and average shear stress in each member.
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Draw shear force and bending moment diagrams P= 1000 N .w = 250 N/cm 5 cm 20 cm Figure 1.2 (not to scale)
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