find the magnitude of the reaction at point C.

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solve for number 1 please, i need it. 3 moment equation

solve for number 4 please, fix end moments please help me i really need it thank you!

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love 2uomn x=? →☆=322-22m- 1 600 mn 221 2 uumn

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…

2. For the circuit below: | + V2 10 V + V1 - ww R2 20 a. Calculate I4 b. Calculate I₁ c. Calculate V2 d. Calculate V₁1 ли R1 ww R3 70 14 + R7 R4 R6 80 8 Ω Va C 3 Ω 00

PLEASE HELP ME SOLVE FOR NUMBER 1 AND 2 thats 3 moment equations, please thank you show complete solu

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