Solve for the reaction at the roller in a slot B and the resultant reaction at pin D (include directions)

Problem: A continuous girder system as shown in Grid 3 is consists of G11, G12 and G13 girders. The slab resting on these girders have the following superimposed dead loads: Metal Deck with Reinforced Concrete Slab: Floor Finish Type: Ceilings (Below the Slab): Frame Partitions: Miscellaneous (MEPF): 3.5 kPa Hardwood Flooring, 22mm Gypsum board, 10mm Movable Partitions 0.24 kPa Girders (G11, G12 &G13) carry a uniform superimposed dead load of 8.1 kN/m due to the perimeter wall. The slab carries a live load of Residential Basic Floor Area. In the initial analysis, beams (B5, B10, B15, B17 & B19) were assumed to be W6x20. Girders (G11, G12 &G13) were assumed to be W16x50. Earthquake analysis from a software was conducted and the reactions at the exterior supports (joints A & D) are as follows: At joint A: Shear force (VA) = 62 KN Moment (MA) = 105 kN-m At joint D: Shear force (VD) Moment (MA) = -58 KN = -95 kN-m 1. Determine the controlling load combination for LRFD and the corresponding…

Ex. Calculate SF and BM at C. 40 b10 с 10kN/m 60 80 B

Determine the moments of inertia of the Z-section about its centroidal xo- and yo-axes. +105 mm - 15 mm 135 mm 15 mm 15 mm +105 mm Answers: i (106) mm4 i (106) mm4

07/16/2024 07:56 1. DETERMINE bi THE CENTROID & MOMENT tw IL ) h OF INERTIA h = 600 mm b₁ = 400 mm b2 = 200 t₁ = 25 t₂ = 30 tw = 20 33 33 33 33 b b₂ r x. r = 15 ст t = 5 cm h₁ = 20 cm h₂ = 5 cm b = 20 cm REDMI NOTE 12 PRO AXIS 28 x

Determine the moment of inertia of the shaded area about the x-axis.     5317.36 in4     3715.36 in4     5371.63 in4     5713.63 in4

Table 3 please

N1

Chapter 3: T-Beams Homework 1 700m Design the bridge girder shown for an ultimate moment of Mu = 5400 kN.m using the given data. 110m - 40 MPa 300mm fy 520 MPa 150m 22.0m

How to find the moment of inertia in this diagram? Ix?