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上讲我们介绍了砌体局部受压的四种情况和计算公式,现在用例题说明这些公式的应用。例1有一砖柱,截面尺寸为490mm X 490mm,柱底承受的轴向力设计值N_i=480kN.
In the above, we introduced four situations and calculation formulas for the local compression of masonry. Now we will use examples to illustrate the application of these formulas. Example 1 has a brick column with a section size of 490mm X 490mm, and the design value of the axial force at the end of the column is N_i=480kN.