Determine the following if f'c=30MPA and fy=415MPA350 mm303-25mm6106-28mm30a) Effective depthmmb) Nominal moment capacitykN-mc) Ultimate moment CapacitykN-m

(a) Assuming the vertical spacing between the tension reinforcement = Diameter of 1 reinforcement…

Answered: Determine the following if fc=30MPA and…

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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GIVEN: Cantilever beam, loading and T cross-section 120 kN 24 mm Yoomm ref. avis. + 240 mm- 40 mm REQ'D: A) Vn a) Vm=+120 KN b) Va-120 kN c) Va+288 kN d) Vm =-288 kN B) Ma а) М.а+120 KN-m b) Ma --120 kN-m c) Maas+288 kN-m d) Maas =-288 kN-m C) Centroid location, F (measure from bottom) a) 110 mm b) 130 mm c) 220 mm d) 305 mm D) Moment of inertia about the neutral axis, INA а) 129 х 10% пm* b) 285 x 10 m c) 517 x 10 m d) 362 x10* m E) Calculate the maximum compressive bending stress. Where does it occur in the beam depth? A. bottom B. top C. NA D. top & bottom
Using MOMENT DISTRIBUTION METHOD
20 kN 40 kN/m 150 kN-m 8 m 3 m Prob. 7-55
2m Q-calculate the vertical movement of points A,B,C + steel wire D=25mm E= 2×10 steel wire D=25mm E = 2×10 4m + A B علي د. على العذاري 40KN 5m 2m useful formula: 6=f, 6 = MY, 7=VQ, 1 = bh³, I = TD4, 5 = 1½ FA² + B² = R² T = Tr, o = TL, solat, D = 2, = Ext, I-Sy²dA, J=D AE 32 I- TD45=4, A²+B²
11
Analysis of Beam W=84
26KYm F 7m 5m B 180KN Im, 3m Han 0.8k 0.3mm. Use TME THREE MOMENT EQUATION E = 110 GPa Det. a.) MB flm b.) Mc = 2010 x 10²mm²4 D c.) Mmax d.) RA e.) Rc
6IT.I 26KYm 7m Use three moment equations 180KN E = 110 GPa 4 I₂ = = 2010 x 10 mm Det. a.) MB flm FAM 5M HAT 0.8KN D c.) Mmax sm ग b.) Mc B 0.3mm. d.) RA Ar e.) Rc Im 3m

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Determine the following if fc=30MPA and fy=415MPA 350 mm 30 3-25mm 610 6-28mm 30 a)Effective depth mm b) Nominal moment capacity kN-m c) Ultimate moment Capacity kN-m