6 kN/m В A- 3 m 6 m

Solve using paper:PROBLEM 19: The horizontal top of a concrete column is subjected to the system of forces shown. Represent the resultant of all forces as a force R at point O

ANALYSIS OF TRUSS in A Example: Determine the forces in each member of the truss shown in the figure and indicate whether the member is in tension or compression. |l00 Ad 50 kN %23

In order to determine the magnitude of the internal forces, a FBD must be cut. It is difficult to determine where a cut should be made in order to reveal the Maximum Internal Forces, thus we have put the distance to the cut in terms of 'x', and plot the equation. In my lecture we took a generic portion of a Beam and applied equilibrium and saw that Loading, Shear and Moment are related to each through differential equations. Change in Shear is the Area under the Loading diagram. Change in Moment is the Area under the Shear Diagram. Using Graphic Integration draw the shear and moment diagrams for the given beams and loading.

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Mechanics of Deformable Bodies The beam shown in the figure is made from two boards. Determine the maximum shear stress in the glue necessary to hold the boards together along the seam where they are joined. 6.5 kN/m 4 m- 4 m- 150 mm N 30 mm 150 mm -30 mm

In the figure below, the beam is cantilevered from the wall. The connection of the beam to the wall can be considered a general interaction. The beam has a uniform density, so it will be subject to a weight force applied mid-way between points A and B. length from point A to point B =10.0 meters; weight applied at point B = 1.00 kN; beam weight = 0.500 kN Beam embeded in cwalla cautilever B A What is the magnitude and direction (relative to the x-y coordinate system shown in the upper left portion of the figure) of the horizontal and vertical components of the wall support? horizontal = 0 N, vertical = 1.50 kN O horizontal = 1.50 kN, vertical = 0N O horizonatl = O N, vertical = 1.00 kN O horizontal = ON, verttical = 2.00 kN

Two wires are supporting a weight Was shown in the figure. The stresses in wire AB and AC are not to exceed 100 MPa and 150 MPa, respectively. The cross-sectional area of the two wires are 400 mm2 for AB and 200 mm2 for AC.

Answer the problem. Structural theory

Subject: STRENGTH OF MATERIALS (Civil Engineering)   Round off to two decimal places