5.4 The maximum deflection of a fixed beam carrying a central load Wis equal to (a) (c) WL³ 484EI W₁3 192F (b) (d) WL³ 96EI. 5 WL³ 384 EI

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

Calculate the value of the deflection at point B due to concentrated load P in the form Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.

Subject is Reinforced Concrete Design