The 10cm wall is adopted for inner walls. Move the rear region about a foot or so from the house a lower it to -104 or so, leave the front height to 0' and resize the front region until its equal or more to the width of the house. The 20cm wall is adopted for outer walls. Delete all contour lines so that the terrain is flat, click the elevation tool>elevation region, make to 2 region boxes one for the rear and one for the front. The thickness of the brick wall could be 20cm or 10cm. Masonry is used to join the bricks in the wall. Draw the manual roof plane above the lowest wall and then stretch it across all three. Brick masonry wall: The wall which is constructed with the help of bricks is called Brick masonry wall. For masonry walls, a maximum bearing wall clear height of 12 feet (3658 mm) plus a height of floor framing not to exceed 16 inches (406 mm).Įxception: An additional 8 feet (2438 mm) is permitted for gable end walls. Since you have HD Pro, the easiest way to achieve the result you seek is to use a single manual roof plane drawn after you have the exterior walls placed. For steel wall framing, a stud height of 10 feet (3048 mm), plus a height of floor framing not to exceed 16 inches (406 mm).ģ. ![]() Wall studs are still subject to the requirements of this section.Ģ. For wood wall framing, the laterally unsupported bearing wall stud height permitted by Table R602.3(5) plus a height of floor framing not to exceed 16 inches (406 mm).Įxception: For wood framed wall buildings with bracing in accordance with Tables R602.10.1.2(1) and R602.10.1.2(2), the wall stud clear height used to determine the maximum permitted story height may be increased to 12 feet (3658 mm) without requiring an engineered design for the building wind and seismic force resisting systems provided that the length of bracing required by Table R602.10.1.2(1) is increased by multiplying by a factor of 1.10 and the length of bracing required by Table R602.10.1.2(2) is increased by multiplying by a factor of 1.20. A load-bearing wall is usually constructed with sturdy, durable materials such as thick wooden beams, concrete, brick, or steel. An added weight of 26.5 kN was applied on top of the wall. As you can see, it is very necessary to differentiate between walls using these two groupings. ![]() Buildings constructed in accordance with these provisions shall be limited to story heights of not more than the following:ġ. The wall in the test was 2400 mm (height) by 3000 mm (width) by 200 mm (thickness), constructed with 400 mm (width) by 200 mm (thickness) by 200 mm (height) concrete masonry blocks bonded by mortar.
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