Draw the FBD

The bridge is pinned at A and has a roller at G. A downward load of 12.5 lb is applied at point C, and a downward load of 25 lb is applied at E. The support reactions at the pin and roller are shown on the image. Find the stress in members making up the bridge using either the method of joints or method of sections.

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A beam and its loading is shown where F1= 1000 N/m. F1 1600 N/m A B 6 m Determine the magnitude and location of the resultant of the distributed load. (You must provide an answer before moving to the next part.) The magnitude of the resultant of the distributed load is The location of the resultant of the distributed load is m. (Click to select)

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)

Draw the shear diagrams for the following two figures:

Estimate the loads applied on the Beam 1, including the load transferred from Slabs 1 and 2 (self-weight of slabs), the self-weight of Beam 1 and the water tank load. Note that the water tank load may be idealised as a point load. Please also note that there are also other types of loads, which should be considered for practical design, but for simplicity they are not considered here.

Tributary area Determine the load support by the beams, girders and columns with FBD

What is the Horizontal Reaction at A in kips? add negative sign if answer is to the left/downwards.