Find the moment (N-m) about point O. Each square is 1 m. on each side. F1 = 129 N F2 = 161 N C1 = 220 N %D C2 = 122 N %3D *only type the numerical value in two (2) decimal places only (" - " for clockwise direction. Otherwise, type the answer as is) C2 F2 C2 F1

Draw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. +O No elements selected 1 kip/ft V (kip) 5 4 3 2 1 0 in bo & Ń -2 0 5 15 ft 10 2 kip/ft 15 z (ft)

Find the moment (kN-m) at point A if the following data and figure are given: 1 square = 1 sq.meter F1 = 6 kN %3D F2 = 13 kN %3D F3 = 16 kN C1 = 23.kN C2 = 25 kN %3D %3D (Input the value in two (2) decimal places only without the unit) F1 C. 2 F3 C F

# = poundsa) what is the shear force at 5' rt. of A? (in pounds, 2 decimal places)b) what is the bending moment at 5' rt. of A? (in pounds, 2 decimal places)

NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. 2P 5P A b a Draw your reference line at the leftmost part of the beam and determine the sum of all positive areas of moment diagrams. (Note: don't put units) Draw your reference line at the leftmost part of the beam and determine the sum of all negative areas of moment diagrams. (Note: don't put units)

1. By the moment-are a m ethod fin d the slope and defle c tio n at the free end A of the cantile ver be am AB. E = 30,000k/in and I = 200 in. Refer to the figure belo w. A II decim a ls m ust be included, do not round o ff answers. A l fig ures must be included and drawn s tra ight. Curves may be done freehand. Summarize your answers as shown belo w. Answer Required Va lu e s A A 1. 270 k/ft L, 7ft L, 8ft B.

If P = 23.6 and M = 5.28, Determine the Axial Force at point B of the Beam shown. Min koft B A 2¹- 4' Round your answer to 2 decimal places. N 2₁ C Pink id

If the magnitude of the resultant force acting on the bracket is 650 N, directed along the positive u axis, determine the magnitude of F1.Determine the direction ? of F1. F₂= 650 N F₁ F3 = 500 N No need to draw any diagram

Note:hand written solution should be avoided.

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