PROJECT ID:

Date : Calc. by :

Client : Chk'd. by :

Subject : Appr'd. by :

FOOTING MARK: F-1

SUMMARY OF BEARING PRESSURE DEMAND AND C/D RATIO

qmax qmin qmax qmin

kPa kPa kPa kPa

4 F-1 DL+LL 109.27 63.95 1.10 1.88

Allowable bearing pressure 120 kPa (1 m below the ground)

SUMMARY OF ONE-WAY SHEAR DEMAND AND C/D RATIO

Node No. Footing No. Load Case Demand C/D

4 F-1 7 1.4DL 83.91 2.47

8 1.2DL+1.6LL 89.74 2.31

Vc = 207.25 kN One-Way Shear Capacity

SUMMARY OF TWO WAY SHEAR DEMAND AND C/D RATIO

Demand

Node No. Footing No. Load Case Vu C/D Ratio

4 F-1 7 1.4DL 228.61 3.23

8 1.2DL+1.6LL 245.85 3.00

Vc = 553.58 kN Two-way/Punching Shear Capacity

SUMMARY OF BENDING DEMAND AND C/D RATIO

Node No. Footing No. Load Case Muz Mux Mnz/Muz Mnx/Mux

4 F-1 7 1.4DL 46.26 41.57 2.75 3.06

8 1.2DL+1.6LL 49.30 44.66 2.58 2.85

Mnz = 127.37 kNm Moment Capacity

Mnx = 127.37 kNm Moment Capacity

Moment Demand C/D

Tacloban City, Leyte, Philippines

Node No. Ftg Des. Load Case

Bearing Pressure C/D Ratio

FOOTING DEMAND A.H.Sinconiegue, C.E

SID - PBEXT - 001

Consultancy Services for Detailed Structural Investigation & Design of Proposed

Naganaga 1 Storey Extension Office Building

Aug-14 A.H.Sinconiegue, C.E

JCOM CONSTRUCTION INC. A.H.Sinconiegue, C.E

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