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 OF UNGROUTED CELLS HORIZONTAL REINFORCEMENT AS REQ'D VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT International Masonry Institute

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 OF UNGROUTED CELLS HORIZONTAL REINFORCEMENT AS REQ'D VIEW OF BLOCK AFTER CROSS WEBS ARE KNOCKED OUT TO ACCOMMODATE HORIZONTAL REINFORCEMENT International Masonry Institute

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Shape -X L5x3x PNA PNA k Wt. Table 1-7 (continued) Angles Properties Area, A in. lb/ft in.² 15/16 12.8 3.75 7/8 11.3 3.31 x²/16 x¾ 13/16 9.80 2.86 3/4 8.20 2.41 x5/16 x14 11/16 6.60 1.94 I Axis X-X r in.4 in.³ in. 9.43 2.89 1.58 8.41 2.56 1.59 7.35 2.22 1.60 1.87 1.61 1.67 6.24 5.09 1.51 1.62 1.64 in. 1.74 1.72 1.69 L4×4x [1% 18.5 15.7 5.44 7.62 2.79 1.18 1.27 x³/8 1 4.61 6.62 2.38 1.20 1.22 x½ 7/8 12.8 3.75 5.52 1.96 1.21 1.18 x7/16 13/16 11.3 3.30 4.93 1.73 1.22 1.15 x³8 3/4 9.80 2.86 4.32 1.50 1.23 1.13 x³/16 11/16 8.20 2.40 3.67 1.27 1.24 1.11 x¼/4 5/8 6.60 1.93 3.00 1.03 1.25 1.08 Flexural-Torsional Properties Cw 3.32 2.68 in.3 in. in. in.6 in. 5.12 1.25 0.322 0.444 2.38 4.53 1.22 0.220 0.304 2.39 3.93 1.19 0.141 0.196 2.41 2.42 2.43 18 1.14 0.0832 0.116 1.12 0.0438 0.0606 1.12 2.10 0.680 2.13 5.02 0.680 1.02 4.28 0.576 0.610 3.50 0.469 0.322 0.366 2.16 3.10 0.413 0.220 0.252 2.69 0.358 0.141 0.162 2.26 0.300 0.0832 0.0963 2.21 1.82 0.241 0.0438 0.0505 2.22 2.18 2.19 2. It is…