Deck ID | Admissible? | Values | Score ( / 7) | |||
OK | NG | Consistent | Not Consistent | |||
D1 | Admissible | Deck Construction Load Deck Construction Strength Deck Construction Deflection Deck Service Superimposed Load Deck Service Superimposed Load Limit Joist Construction Load Joist Construction Strength Joist Construction Deflection Joist Service Load Joist Service Strength Joist Service Deflection | 7 / 7 | |||
D2 | Admissible | Deck Construction Load Deck Construction Strength Deck Construction Deflection Deck Service Superimposed Load Deck Service Superimposed Load Limit Joist Construction Load Joist Construction Strength Joist Construction Deflection Joist Service Load Joist Service Strength Joist Service Deflection | 7 / 7 | |||
D3 | Admissible | Deck Construction Load Deck Construction Deflection Deck Service Load Deck Service Deflection Joist Construction Load Joist Construction Strength Joist Construction Deflection Joist Service Load Joist Service Strength Joist Service Deflection | Deck Construction Strength Deck Service Strength | 5.8 / 7 | ||
Deck & Joist Score | 6.6 |
Beam ID | Admissible? | Values | Score ( / 7) | |||
OK | NG | Consistent | Not Consistent | |||
B1 | Admissible | Mu, fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
B2 | Admissible | Mu, fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
B3 | Admissible | Mu, fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
B4 | Admissible | Mu, fMn, Lb, Cb, fVn, Construction Deflection, Service Deflection | Vu | 6.1 / 7 | ||
B5 | Admissible | Mu, fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
B6 | Admissible | Mu, fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
B7 | Admissible | Mu, fMn, Lb, Cb, fVn, Construction Deflection, Service Deflection | Vu | 6.1 / 7 | ||
B8 | Admissible | Mu, fMn, Lb, Cb, fVn, Construction Deflection, Service Deflection | Vu | 6.1 / 7 | ||
B9 | Admissible | fMn, Lb, Cb, Vu, fVn, Construction Deflection, Service Deflection | Mu | 6.1 / 7 | ||
B10 | Admissible | Mu, fMn, Lb, Cb, fVn, Construction Deflection, Service Deflection | Vu | 6.1 / 7 | ||
B11 | Admissible | fMn, Lb, Cb, fVn, Service Deflection | Mu, Vu, Construction Deflection | 4.4 / 7 | ||
B12 | Admissible | fMn, Lb, Cb, fVn | Mu, Vu, Construction Deflection, Service Deflection | 3.5 / 7 | ||
B13 | Admissible | fMn, Lb, Cb, fVn, Construction Deflection, Service Deflection | 7 / 7 | |||
Score: | 6.18 |
Line | Finding |
A-1 | Admissible |
A-2 | Admissible |
B-2 | Admissible |
D-4 | Admissible |
F-4 | Admissible |
E-1 | Admissible |
ID | Admissible | Values OK | Values NG | Consistent | Not Consistent | ( /7) |
A1-i | Admissible | Pu, fPn | 7 | |||
A1-ii | Admissible | Pu, fPn | 7 | |||
A1-iii | Admissible | Pu, fPn | 7 | |||
A1-iv | Admissible | Pu, fPn | 7 | |||
A2-i | Admissible | Pu, fPn | 7 | |||
A2-ii | Admissible | Pu, fPn | 7 | |||
A2-iii | Admissible | Pu, fPn | 7 | |||
A2-iv | Admissible | Pu, fPn | 7 | |||
B2-i | Admissible | Pu, fPn | 7 | |||
B2-ii | Admissible | Pu, fPn | 7 | |||
B2-iii | Admissible | Pu, fPn | 7 | |||
B2-iv | Admissible | Pu, fPn | 7 | |||
D4-i | Admissible | Pu, fPn | 7 | |||
D4-ii | Admissible | Pu, fPn | 7 | |||
D4-iii | Admissible | Pu, fPn | 7 | |||
D4-iv | Admissible | Pu, fPn | 7 | |||
F4-i | Admissible | Pu, fPn | 7 | |||
F4-ii | Admissible | Pu, fPn | 7 | |||
F4-iii | Admissible | Pu, fPn | 7 | |||
F4-iv | Admissible | Pu, fPn | 7 | |||
E1-i | Admissible | Pu, fPn | 7 | |||
E1-ii | Admissible | Pu, fPn | 7 | |||
E1-iii | Admissible | Pu, fPn | 7 | |||
E1-iv | Admissible | Pu, fPn | 7 | |||
7 |
Brace ID | Admissible | Values OK | Values NG | Consistent | Not Consistent | (/7) |
1A-1B i | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
1A-1B ii | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
1A-1B iii | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
1A-1B iv | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
A1-A2 i | Not Admissible Bolt Strength not adequate | Wu fPn | fTn Gusset fRn | 0 | ||
A1-A2 ii | Needs Improvement Fewer bolts would work | Wu fPn | fTn Gusset fRn | 1.75 | ||
A1-A2 iii | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
A1-A2 iv | Admissible | Wu fPn fTn Gusset fRn | 7 | |||
5.47 |