4 - Calculate the FOS for overturning abutment (retaining wall) shown below, assume this wall is restrained by the bridge deck from deflecting away from the embankment but the bridge deck does not add any resistance to overturning toward the FOS. for the bridge BRIDGE DECK 12" p= 30° Y=120pcf C=0 8' Yeone= 145pcf 12' 18",

Calculate the Load distribution of slabs to beams 2, 3 and A using 10kPa load multiplied by the tributary width. Yellow represents columns. Red represents beams.

Draw N, V, M diagrams. 9.5 Kn Hinge Q2 = 2.2 KN/m Q2 = 1.6 KN/m %3D A F M = 5 kNm -7.50 -2.56- -5.00- -1.50- 3.50-

Problem 4 A footing supports a 200mm thick concrete wall. Wall loads: = 175 Dead Load kN/m = 89 Live Load kN/m = 20.6 Concrete, f'c MPa = 415 Steel, fy MPa Unit weight = 23.6 of concrete kN/m3 Factored = 1.2D load + 1.6L combination Thickness of = footing 350mm Steel Cover ( bottom of footing to centroid of 90mm bars)

3. For the cantilever concrete retaining wall shown below, determine the factor of safety against overturning if the angle of internal friction for the soil is 30 the coefficient of friction between concrete and soil is 0.45, and the unit weight of soil is 125 pcf. 1¹0 - 1' 0" MIEHELL 16' 1112 111년 111즈케호. 1'0" -6' 3"- 18" 1'6" 113/17 1112/111 - -3' 9". $ 1' 6"h 11' 6"-

Calculate the Load distribution of slabs to beams 3, 4 and C using 10kPa load multiplied by the tributary width. Colored box represents columns and uncolored represents beams.

Problem#2 A level scaffold is to be supported at the center of a 12-ft ladder, as shown below. 1. Determine the required length x 2. Determine the angle 0. Required length x 1. 4.53 2. 6.63 3. 3.56 4. 7.58 Angle 0 1. 36.4 2. 40.6 3. 56.4 4. 50.8 X 0 12' ladder - Scaffold 5'

tps://tip.instructure.com/courses/. /səzzınb 034/take/questions/5690881 For the simply supported beam shown below, determine the internal resultant loadings at a point 0.5 meter to the left of point C. 6 kN 3 kN/m |C 1.5 m 1.5 m 0.5 m' 0.5 m < Previous Next

g. Minimum width B (in meter) of wall to be safe against overturning if factor of safety against overturning is 1.5 (minimum). Consider 24 kN/m3 as the unit weight of concrete. B = Note: Round your answer to three decimal place. Thankyou