The magnetic bearing of line XY was observed to be S 31° W, when the declination was 2° E. Point Z was sighted from Y and the deflection angle 20° (R) was observed. What is the true azimuth of line Y7? *
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- Determine the deflection at point B of the beam shown using Castigliano's Theorem Method. (You can verify using other methods in your solution sheet, but Castigliano's Theorem Method solution is required). Answer in mm, 2 decimal places, and positive value only 50 kN-m B 4 m El = constant E = 70 GPa I = 164 (106) mm4 %3D %3D %3D ActivateUSE DOUBLE INTEGRATION METHOD TO FIND THE DEFLECTION AT B AND DEFLECTION AT C. 31KΝ 28.8KN/m А D В 2.1m 4m 3mHi. Please help me with this one. You can use the 2nd photo as reference. Thank you very much. FN= 78 SN= 66
- Determine the slope and deflection at point D of the beam shown Using the conjugate beam methodDetermine the slope and deflection at point B of the beam shown below by the moment- area method. 90 kN 5 m El = constant E = 200 GPa I = 800 (106) mm4 %3D %3DUse the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown. 3 m 2 m 100 kN B 50 kN 4 m EA= constant E =70 GPa A = 1,000 mm² C
- Determine the deflection at the midspan of the beam shown using conjugate beam method.DET. THE VALUE OF P THAT WILL CAUSE DEFLECTION OF THE 150X220 mm BEAM EQUAL TO 32mm (AT POINT C) WITH THIS VAIUE OF P , WHAT IS THE DEFLECTION AT POINT B USE E=65 GPaWhere did 1161 came from at the last part of computation of the deflection at D. Because I put the equation on the calcu and it's only equal to 46. 44