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预埋件计算工具
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预埋件
- 预埋件
| 用户手动输入区域 | 提示 | 计算结果 | |||||||||||
| M= | 40 |
kN.m
|
按式(10.9.1-1)计算的As1= | 1267 | mm2 | ||||||||
| V= | 120.2 | kN | 按式(10.9.1-2)计算的As2= | 1538 | mm2 | ||||||||
|
(拉为正，压为负)N=
|
0 | kN |
实配As0=
|
1608 | mm2 | ||||||||
|
砼强度等级=
|
C30 |
焊缝高度最小值hfmin=
|
10 | mm | |||||||||
|
钢筋强度等级=
|
HRB335 | ||||||||||||
| 规范要求(包括计算和构造) | 是否满足 | 提示 | |||||||||||
|
受力锚筋直径d=
|
16 | mm |
配筋面积As0是否≥max{As1，As2}
|
OK | |||||||||
|
层数=
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4 | 层 |
锚筋中心至锚板边缘的距离是否≥2d和20mm
|
OK | |||||||||
|
每层钢筋根数=
|
2 | 根 |
锚板厚度t是否≥0.6d
|
OK | 0.6d= | 10mm | |||||||
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锚筋水平间距b=
|
120 | mm | |||||||||||
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层间距b1=
|
100 | mm | 受弯或受拉 |
锚筋间距b、b1是否≥3d和45mm
|
OK | 3d= | 48mm | ||||||
|
(不输入按无穷大考虑)c=
|
60 | mm |
锚筋至构件边缘的距离c、c1是否≥3d和45mm
|
OK | |||||||||
|
(不输入按无穷大考虑)c1=
|
100 | mm |
锚板厚度t是否≥b/8
|
OK | b/8= | 15mm | |||||||
|
锚板宽度B=
|
200 | mm | ≥Bmin= |
184mm
|
受剪 |
锚筋间距b及b1是否≤300mm
|
OK | ||||||
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锚板高度H=
|
380 | mm | ≥Hmin= |
364mm
|
锚筋间距b1是否≥6d和70mm
|
OK | 6d= | 96mm | |||||
|
锚板厚度t=
|
16 | mm |
锚筋至构件边缘的距离c1是否≥6d和70mm
|
OK | |||||||||
| 是否采取防止锚板弯曲变形的措施 | 否 |
b、c是否≥3d和45mm
|
OK | 3d= | 48mm | ||||||||
