Roof Hip Spans Eng Tips

Hip roof triangled structural 26 jan 16 16 39 curious and getting some time i ran some numbers for a roof as above except all hips meeting at a point under snow load conditions.

Roof hip spans eng tips.

By joining you are opting in to receive e mail. Total load psf duration factor live load psf roof type 55 1 15 40 snow shingle 55 1 15 30 snow tile 47 30 snow 40 20 snow 1 25 20 construction or rain not snow load 55 1 15 40 snow. 12 so the hip is not quite at a 45. Maximum rafter spans for a patio roof.

As a follow up to my previous post on a 18x25 hip roof can i place an lvl beam 18 span so that the ceiling is now essentially split into 2 sections each one 18 wide and 12 5 long. The perpendicular wing is 24 deep so the rafters span 12 feet. For heavy roofs or in. I know that by conventional engineered analysis a post is required.

Hip backing angle 15 4 for a good straight fascia add an extra inch or 2 to the tails of all your rafters total length. After they re up you can snap a line to mark and trim the tails in a nice straight line to make up for any ridge warp or marking cutting and fixing errors. Eng tips s functionality depends on members receiving e mail. The shapes and spans shown here represent only a fraction of the millions of designs produced by alpine engineers.

The valley rafter span is approximately 19. If your garage is 24 feet wide and has a 4 12 roof the new rafter ties can be placed no more than 16 inches up from the plate without additional engineering. The roof slopes are about 8. Promoting selling recruiting coursework and thesis posting is forbidden.

Looking at a brick ranch built in the 70 s the roof is hip with a ridge board house is l shape configuration so 2 ridge boards and each board has a 2x4 a coup hip roof support structural engineering general discussion eng tips. Hip roof design hip roof design joe79400 structural op 25 mar 20 00 44. An essential part of planning a patio roof or gazebo project is determining the number size and spacing of rafters beams and posts according to the loads they will carry. From a practical perspective it s difficult to use high rafter ties on a low pitched roof because the force in each tie increases with the inverse of the pitch.

Span configuration and load conditions.