Calculate the height of the wood.

Describe some of the factors to be considered in the designing of the beams

Describe about the homogeneous section.

Describe about the Vertical wood sheeting.

For the flooring system shown below, draw the cross-section A-A cutting through the slabs in the short direction showing the flexure and shear reinforcements of the beams, and the flexure reinforcements of the slabs. Draw all the dimensions to a scale of 1:10.

Homework -3-; Locate the centroid (x, y) of the composite area. 10 in 7.5 in C 8 in 5 in 15 in 6 in

Describe the single wall core barrel.

b) centroid location of the transformed section in the vertical direction. Enter your answer in mm to 1 decimal place. Hint: transform CFRP into an equivalent amount of wood. Calculate the position of the centroid relative to the bottom edge of the transformed section, i.e. centroid position is measured upward from bottom edge of section.

The total length of exterior walls of a residential building is 650 lf. The 8-foot long 2x4 studs are spaced 16 in. OC or less. The drawing of the building shows there are 20 corners requiring three studs. Studs are installed on single 2x4 bottom sill plates and capped by double 2x4 top plates for the entire length of the walls. Both bottom and top plates are 16-ftlong each. Prepare a list of materials for the wall studs, corner studs, sill plates, and top plates. For each of the materials, show the nominal dimension, number of pieces of each length, the length ofa lumber, and the total linear feet. Estimate the total direct cost and cost per linear foot of wall for furnishing and installing the studs and plates. Assume $0.75/bf for lumber, $30.00/hour carpenters, and $24.00/hr for laborers. Use the average value in Table 12.10 for the labor-hours

14.3 Identify the type of CMU block shown below VERTICAL REINFORCEMENT AS REQ'D VIEW OF STANDARD BLOCK BEFORE CROSS WEBS ARE KNOCKED OUT METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK-OUT BOND BEAM COURSES TO PREVENT FILLING UNGROUTED CELLS HORIZONTAL REINFORCEMENT AS REQ'D VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT International Masonry Institute