...
Bolt tensile strength is checked due to axial force and bending moment interaction effect.
Ft | 750000 kN/m2 | |
Ab  Image Removed | | Mathinline |
|---|
| body | --uriencoded--$$ \normalsize A_b = \dfrac%7B \pi d%5e2%7D %7B4%7D = \dfrac%7B \pi 24%5e2%7D %7B4%7D = 452.389 $$ |
|---|
|
| AISC DG-4-2nd 3.7 |
Pt  Image Removed | | Mathinline |
|---|
| body | --uriencoded--$$ \normalsize P_t = F_%7Bt%7DA_b = 750 \times 10%5e%7B-3%7D \times 452.389 = 339.292 $$ |
|---|
|
| |
h0 | 473.038 mm | |
h1 | 315.271 mm | |
dm | 394.154 mm | |
Mreq | 119.655 kNm | |
Nreq | -27.504 kN | |
Rreq  Image Removed | | Mathinline |
|---|
| body | --uriencoded--$$ \normalsize R_%7Breq%7D = \dfrac%7B M_%7Breq%7D %7D%7Bd_m%7D + \dfrac%7B N_%7Breq%7D %7D%7B2%7D = \dfrac%7B 119.655 %7D%7B394.154%7D + \dfrac%7B -27.504 %7D%7B2%7D = 289.822 $$ |
|---|
|
| |
Rn  Image Removed | | Mathinline |
|---|
| body | --uriencoded--$$ \normalsize R_n = \dfrac%7B 2 P_t ( h_o + h_1 ) %7D%7B d_m %7D $$ |
|---|
|
| Mathinline |
|---|
| body | --uriencoded--$$ \normalsize R_n == \dfrac%7B 2 \times 339.292 \times (473.038 + 315.271 ) %7D%7B 394.154 %7D =1357.17 $$ |
|---|
|
| |
ΦRn |  | |
Required | Available | Ratio | Control |
|---|
289.822 kN | 1017.876 kN | 0.285 | √ |
...