Find factored Mn for the beams of cross section shown. Use f'c = 4000 psi and fy = 60000 psi.1글2- #8#3 stirrup14""clear (typ.)4- #94- #926"1" clear 2- #8#3 stirrup15".1½" clear (typ.)d=18"4- #11

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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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pdf - Adobe Acrobat Reader DC (32-bit) in Window Help Timothy A_Philpot. Bending stress H.W. x C 다 1 /2 111% b, H.W 1 A beam is subjected to equal bending moments of M, = 45 kip ft, as shown in Figure 1a. sions (Figure1b) 6.0 in., bz = 3.0 in., and dz = 2.0 in. Determine The cross-sectional dimen- are b1 = 7.5 in., d = 1.5 in., b2 = 0.75 in., d, = K (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. State whether the normal stress at H is tension or compression. (c) the bending stress at point K. State whether the normal stress at K is tension or compression. M. d b, M. d (d) the maximum bending stress produced in the cross section. State whether the stress is tension or compression. FIGURE 1. a FIGURE 1.6 H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2 b. determine: The Consider the entire 24-ft…
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Q2/ For the 60m simply supported beam having fc-30MPa and fy=420MP, calculate the immediate deflection due to dead load. As shown in figure below the service dead load on beam, not including own weigh: 250kN and service live load=-150kN. Take d-492mm. D.L=250KN LL-150KN 0.55m As 500mm 2 A=(³-20x²+x²) 2.00m 2.00m 6.00m 11 2.00m C.35m i ---

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Find factored Mn for the beams of cross section shown. Use f'c = 4000 psi and fy = 60000 psi. 1글 2- #8 #3 stirrup 14" "clear (typ.) 4- #9 4- #9 26" 1" clear 2- #8 #3 stirrup 15". 1½" clear (typ.) d=18" 4- #11