Design a simply rectangular beam to sustain an ultimate moment of 448 KN m. fc'=20.7 MPa,fy=414 MPa, main bar 25 mmą, stirrups 10 mm, d'=65 mm, and L= 7m. Restrict the designdimensions to 250 mm x 500 mm.

Summary:To sustain an ultimate moment of 448 kN⋅m with the given constraints:Use 19 main bars of…

Answered: Design a simply rectangular beam to…

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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note: SN = 18, to the topload will be 118kN
Question 6 C B 2m 6m 40kN 3m 20kN Determine the force in members EF using Method of Sections.0 3m G 30kN 3m H
note: SN is equal to 18, topload will now be 118kN
B2
A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. a) Select the most economical wood beam from the table in Appendix G; assume q=55 lb/ft and L=16ft, and aw=1,750 psi and Taw=375 psi. Include the self-weight of the beam in your design. A. 3x12 B. 4x12 C. 5x12 D. 2x10 Select the most economical wood beam (b) If a C 10x25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q? Assume as=12 ksi and L=10ft. Include the self-weight of the beam in your analysis. Round your answer to one decimal.
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Determine the design flexural strength in ft kips of a W12 x 35 of A242 (Fy = 50ksi) steel subject to a. Continuous lateral support. Blank 1 b. An unbraced length of 10 ft with Cb = 1.0. Blank 2 C. An unbraced length of 20 ft with Cb = 1.0. Blank 3 W12x35 ... 10.30 in2 d= 12.500 in. tw = 0.300 in. bf = 6.580 in. 0.520 in. T= 10-1/9 in. k= 0.8200 in. k1 = 0.7500 In. gage 3 1/2 In. it d'Af = 1.740 n. 3.88 205.00 n.4 Sx- 45.80 n.3 IX= 5.250 n. ly= Sy = 24.50 7.47 In.43 ry = 1.540 n. Zx = Zy = J= Cw = 51.20 n.3 n.3 11.50 0.74 in.4 879 n.6 a = 55.42 n. Wno = 19.60 m2 Sw= 18.80 n.4 9.75 in43 Qw =| 25.40 in.3
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Design a simply rectangular beam to sustain an ultimate moment of 448 KN m. fc'=20.7 MPa, fy=414 MPa, main bar 25 mmą, stirrups 10 mm, d'=65 mm, and L= 7m. Restrict the design dimensions to 250 mm x 500 mm.