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Structural Review of Pole Frame Structures <br /> <br />What is the calculated diameter of the post bearing pad based on <br />imposed vertical load and soil type? <br /> <br />What is the calculated embedment depth and diameter of the post <br />foundation based on the lateral wind loads applied to the pole <br />based on soil type? <br /> <br />What is the calculated bending stress in the pole at the ground <br />surface? <br /> <br />How is the roof truss to be attached to the pole? What is the <br />calculated magnitude of the load to be transferred from the truss <br />to the polo? What is the computed allowable load on the fasteners? <br />Show the adjustments made to account for relative thickness of the <br />framing members and loads at an angle to the grain of the wood. <br /> <br />Are roof truss computations and construction details included with <br />the plans? <br /> <br />What are the stresses in the wall girts due to wind load? <br /> <br />February 23, 1993 <br />Page 1 <br />file -> p:\...\wpSl\polebldg.des <br /> <br /> <br />