围墙结构计算

根据《砖砌体结构设计规范》计算
一、 简述
本工地四周均设240厚空斗砖砌体，高为2.50m,每隔6m设一砖柱240×360，砌体采用MU10九五砖，M5水泥石灰砂浆砌筑，砌筑方式为五斗一眠。基础采用刚性基础（砌专大放脚），150厚块石和100厚C15砼垫层。
二、 计算取值：
Wall structural calculations

Under the "design of brick masonry structure," Calculation
A brief account of
This site located around 240 empty bucket brick thick, height 2.50m, set at intervals of 6m of a brick column 240 × 360, brick masonry using MU10 September 5, M5 cement lime mortar masonry, masonry fight a five-way sleep. Based on the rigid base (a large puzzle experts put feet), 150 and 100 stone thick thick C15 concrete cushion.
Second, calculated values: