Re-design the reinforcement and check the deflection for the beam 5B2 shown in DWG-01 of Chapter 1 with the following changes (refer to Question A of 4.2.2 for the original design): (As req = 3380 mm?, vc = 0.786 N/mm?, m = 1.46) i. The center-to-center distance between adjacent beams is changed from 3300 mm to 3500 mm, i.e. the distance between gridlines 6 and 7 is changed to 10 500 mm. i. An additional allowance for 300 mm thick soil is required. i. The width of the beam is increased to 400mm. The design parameters are as follows: Beam overall depth, h = 750 mm Beam breadth, b = 400 mm Slab thickness, h = 160 mm c/c distance btw supports = 9 000 mm Width of support, Sw = 500 mm (similar at both ends) c/c distance btw adjacent beams = 3 500 mm (similar on both sides) feu = 35 MPa fy = 500 MPa fyy = 250 MPa Cover = 35 mm Preferred bar size = 40 mm Preferred link size = 10 mm Allowance for finishes = 2.0 kPa Soil thickness = 300 mm Characteristic imposed load = 5.0 kPa

Re-design the reinforcement and check the deflection for the beam 5B2 shown in DWG-01 of Chapter 1 with the following changes (refer to Question A of 4.2.2 for the original design): (As req = 3380 mm?, vc = 0.786 N/mm?, m = 1.46) i. The center-to-center distance between adjacent beams is changed from 3300 mm to 3500 mm, i.e. the distance between gridlines 6 and 7 is changed to 10 500 mm. i. An additional allowance for 300 mm thick soil is required. i. The width of the beam is increased to 400mm. The design parameters are as follows: Beam overall depth, h = 750 mm Beam breadth, b = 400 mm Slab thickness, h = 160 mm c/c distance btw supports = 9 000 mm Width of support, Sw = 500 mm (similar at both ends) c/c distance btw adjacent beams = 3 500 mm (similar on both sides) feu = 35 MPa fy = 500 MPa fyy = 250 MPa Cover = 35 mm Preferred bar size = 40 mm Preferred link size = 10 mm Allowance for finishes = 2.0 kPa Soil thickness = 300 mm Characteristic imposed load = 5.0 kPa

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

Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.
4) Find the deflection midway between the supports (E=200 GPa) 20 kN 15 kN/m 10mm 4 m R₁ 10 kN/m 2 m R₂ 100 mm 100 mm Beam Cross-Section
Please answer the engineering problem with complete solutions and diagrams. Thank you!
Question 22 Determine the maximum deflection of the beam A L O(PLA3)/48EI O (PL^3)/48EI (PL^2)/16EI P.
By Castigliano's second theorem find the area of the cross section smallest required for the truss members shown, so that the horizontal deflection at joint D do notexceed 10mm. Only by the method mentioned. Handwritten pls
04. The load Q is gradually increased from zero to 120kN. a) Does failure occur in bars BE and BD? b) Determine the maximum deflection at pointB. a = 0.64m Square Cross-Section 10mm x 10mm 1.7m E A36-Carbon Steel A36-Carbon Steel 2.64 m OD for all pins = 6mm
fons/1679264 Use Double Integration Method to analyze the deflection of the beam shown: (IS EN 6 N/o 160 O - 3 m -Sm Determine the following: (2 decimals for non-whole numbers) (a) C1 = kN-m2 %3D (b) C2 = kN-m2 (c) Ely under the 15kN load kN-m3 (d) upward(U) or downward(D)?
I WILL RATE! Determine the Vertical Deflection at D. Indicate the negative sign if the answer is to the left.
I WILL RATE! Determine the Vertical Deflection at C. Indicate the negative sign if the answer is downward.
Please determine the beam shearing stress, flexural stress and maximum deflection using the given steel I beam.
Use Conjugate Beam Method Find the vertical deflection under the load. 16 k 9' C D E A B I 1.5I I 6' 12' 6'
Determine the maximum deflection for the beams shown in Fig. below: