Masonry Structural Design





Table 2.1: Classifi cation of Masonry Units (p. 10)

Table 2.2: Approximate Proportion Requirements for Cement-Lime Mortar (p. 19)

Table 2.3: Property Requirements for Cement-Lime Mortar (p. 20)

Table 2.4: Approximate Proportion Requirements for Masonry-Cement Mortar (p. 21)

Table 2.5: Property Requirements for Masonry-Cement Mortar (p. 21)

Table 2.6 : Approximate Proportion Requirements for Mortar-Cement Mortar (p. 22)

Table 2.7: Property Requirements for Mortar-Cement Mortar (p. 22)

Table 2.8: Proportion Requirements for Grout for Masonry (p. 26)

Table 2.9: Summary of ASTM Requirements for Clay Masonry Units (p. 34)

Table 3.1: Minimum Live Loads (L) for Floors (p. 65)

Table 3.2: Table 1607.9.1 Live Load Element Factor, K

(p. 66)

Table 3.3: Conversion of Wind Speeds from 3-s Gust to Fastest Mile (p. 70)

Table 3.4: Wind Directionality Factor, K

(p. 70)

Table 3.5: Velocity Pressure Exposure Coeffi cients, K

d

LL

h

and K

(p. 71)

Table 3.6: Velocity Pressure Coeffi cients for Building of Sec 3.4.2 (p. 80)

Table 3.7: Spreadsheet for Wind Forces, Sec. 3.4.2 (p. 84)

Table 3.8: Velocity Pressure Exposure Coeffi cients for Building of Sec. 3.4.3 (p. 85)

Table 3.9: Spreadsheet for Components and Cladding Pressures, Windward Side of

z

Sec. 3.4.2 (p. 86)

Table 3.10: Spreadsheet for Components and Cladding Pressures, Leeward Side of

Sec. 3.4.2 (p. 87)

Table 3-11: Table 20.3-1 Site Classifi cation (p. 97)

Table 3.12: Table 11.4-1 Site Classifi cation (p. 97)

Table 3.13: Table 11.4-2 Site Classifi cation, F

(p. 98)

Table 3.14: Table 11.5-1 Importance Factors (p. 101)

Table 3.15: Table 11.6-1 Seismic Design Category Based on Short Period Response

v

Acceleration Parameter (p. 101)

Table 3.16: Table 11.6-2 Seismic Design Category Based on 1-s Period Response

Acceleration Parameter (p. 102)

Table 3.17: Strength-Reduction Factors (p. 106)

Table 3.18: Summary of Steps for Strength Design of Unreinforced Panel Walls (p. 106)

Table 3.19: Summary of Steps for Strength Design of Unreinforced Bearing Walls (p. 107)

Tables



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