Page 121 - Advanced Design Examples of Seismic Retrofit of Structures
P. 121
Example of a Two-Story Unreinforced Masonry Building Chapter 2 113
(Continued)
Pos.1
Pos.7
50Cm
20Cm 10 cm 10 cm
30° 30° 30°
Shotcrete layer (thickness= Var.) Concrete compressive strength 300kg/m 3 (D)
Ø10@60cm Hole d= 3cm Ø10@60cm Hole d= 3cm Max Height 150 cm
Pos.1 Pos.7
20 cm Pos.1 10 cm
Ø10@30cm Pos.1 Hole d= 3cm 20
20
CONT’D
(C) 2.59,
FIG.
