Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B2 related to the dead load (A) I (B) G1 © A1 I C1 B3 B1 __________40¹ A2 ·I· G2 I C2 I ↓ B4 B2 30' G3 C3 3 A3 I I I 2@13' = 26' 2@13' = 26'

Situation 4: A W12x106 simply supported beam carries a uniformly distributed load. The properties of the section relevant to the problem are as follow: Use A50 steel and Cb - 1.14 d - 328 mm bf-310 mm tf = 25.1 mm tw = 15.5 mm kdes - 40.4 mm ry - 79.0 mm lx = 388 x 10^6 mm^4 ly - 125 x 10^6 mm^4 Sx - 2380 x 10^3 mm^3 Zx=2690 x 10^3 mm^3 J-3800 x 10^3 mm^3 Cw=2870 x 10^9 mm^6 1. Which of the following nearly gives the Design Strength Moment (LRFD) if the span of the beam is 2.5m? 878 KN-m 793 KN-m 836 KN-m 811 KN m

load, 2 wat O: A fixed and beam is subjected to a load, 1/302 span from the left support as shown in the figure. The collapse load of the bean is 2W *4/3- X₂ Me 2mp71 Y K4/₂4/₂ Date: Z

Please correct solution

$ Dead load on beams Consider the plan shown in the figure below. Assume a total dead load of 50 lb/ft2 in the floor (do not include the self-weight of beams in this problem). Compute the distributed dead load in lbs/ft on Beam B4 related to the dead load 000 F4 G1 H A1 C1 I DA F5 B3 B1 40' F6 2 A2 -I- G2 I C2 & B4 B2 30' VA F7 A3 -I G3 2@13' = 26' 2@13'= 26' DII F8 DD F9 J

For the same beam and loading shown, what is the slope at Point A?

Please refer to Double RC beam and we based on NSCP 2015 (current reference in the design of RC struct) Thank you.. Need this rush atleast 45 mins thank you so much hope you help me.

The answer is between 18.25 and 20.25

Compute the compressive strength of a WT 12x81 of A992 steel. The effective length with respect to the x-axis is 25 feet 7inches, the effective length with respect to the y axis is 20feet, and the effective length with respect to the z-axis is 20 feet WT12X81 A 23.9 t₁ 1.22 ly 221 d 12.5 K des 1.72 J 9.22 b₁ 13.0 y 2.70 Cw 43.8 tw 0.705 Ix 293

3 kN/m +x A В C 4.0 m 4.0 m A propped 8m prismatic beam ABCD shown in the figure is loaded with a linearly increasing load of 3kN/m until its midspan. The beam is made from a certain wood and has a rectangular cross section of 200mm width and 400mm depth and Ewood312GPa Provide or determine the following: a. Free body diagram with a loading diagram suitable for the Macauley moment expression and the boundary conditions at point A b. The constants of integration C1 and C2 c. The vertical force reaction and moment reaction at A and the reaction at pin C