Hip Roof Structural Engineering

I have a hip roof rancher with basically one long load bearing wall down the middle. The structural calculations included here are for the analysis and design of primary structural system. The hips are more likely than not supported by a structural member truss collar tie beam whatever at the intersection of the two hips or very close to it.

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These calculations shall govern the structural portion of the working drawings.

Hip roof structural engineering.

Ht h base b area bxh 2 45 45 10 ft x 1 414 10 ft 14 14 ft. However where any discrepancies occur between these calculations and the working drawings the engineer shall be notified immediately so proper action may be taken. I want to remove a section of this wall 25 long and put a beam in the attic. But look to the obvious for the solution here.

The greater the slope of the roof diaphragm the greater the contribution tro supporting the hip some. In a classic four square hip roof four hip beams convey loads from the roof peak to the corners of the exterior walls. The shorter common rafters which may be subject to significant bending stress act to transmit load to the hip rafters. 10 ft 90 r1.

In structural design a cantilever is a whole different animal and should not be confused with overhanging structural members. Loads can be accurately placed on the structural member. We will need to build the beam in the attic in order to fit it into the opening. Is there anything else the structural engineer should be aware of.

A hip roof may have the appearance of a pyramid. Overhangs are often referred to as cantilevers by the building trade. Hip roofs are structurally efficient because the hip rafters tend to act in compression rather than in bending.