UNIVERSITY OF MINDANAO

Matina, Davao City

Plate No. 3
___________________________
In Partial Fulfillment
of the Requirements for
BCES6/L (7720) – Foundation and Retaining Wall Design
_________________________________________

Submitted by:
Galeos, Allaiza Jade L.
Pangapalan, Peter Gino A.

Submitted to:
Engr. Abo Yasser L. Manalindo RCE, RMP

March 2023
Nodes Lcase FY MX MZ LNumber
433 COMB - 1.4 DEAD + 1.4 FLUIDS 1682.154 13.84011 9.939441 100
433 COMB - 1.2 DEAD + 1.6 LIVE + 1.2 FLUIDS 1643.024 17.31387 11.01335 101
433 COMB - 1.2 DEAD + 0.5 LIVE 1504.714 13.55825 9.294645 102
433 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (1) 1367.803 -59.9075 854.2001 103
433 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (2) 1231.236 -818.474 -2.98693 104
433 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (3) 1641.624 87.02404 -835.611 105
433 COMB - 1.2 DEAD + 0.5 LIVE + 1 SEISMIC-H (4) 1778.191 845.5905 21.57623 106
433 COMB - 0.9 DEAD 1081.384 8.891129 6.386492 107
433 COMB - 0.9 DEAD + 1 SEISMIC-H (1) 944.4734 -64.5747 851.292 108
433 COMB - 0.9 DEAD + 1 SEISMIC-H (2) 807.907 -823.141 -5.89509 109
433 COMB - 0.9 DEAD + 1 SEISMIC-H (3) 1218.295 82.35691 -838.519 110
433 COMB - 0.9 DEAD + 1 SEISMIC-H (4) 1354.861 840.9234 18.66807 111
433 COMB - 1 DEAD + 1 FLUIDS 1201.539 9.885792 7.099601 200
433 COMB - 1 DEAD + 1 LIVE + 1 FLUIDS 1327.275 13.29262 8.658243 201
433 COMB - 1 DEAD + 0.75 LIVE 1295.84 12.43415 8.265085 202
433 COMB - 1 DEAD + 0.714 SEISMIC-H + 1 FLUIDS (1) 1103.785 -42.5688 610.3621 203
433 COMB - 1 DEAD + 0.714 SEISMIC-H + 1 FLUIDS (2) 1006.276 -584.185 -1.66945 204
433 COMB - 1 DEAD + 0.714 SEISMIC-H + 1 FLUIDS (3) 1299.293 62.34036 -596.163 205
433 COMB - 1 DEAD + 0.714 SEISMIC-H + 1 FLUIDS (4) 1396.802 603.9568 15.86865 206
433 COMB - 1 DEAD + 0.75 LIVE + 0.714 SEISMIC-H + 1 FLUIDS (1) 1198.086 -40.0137 611.5311 207
433 COMB - 1 DEAD + 0.75 LIVE + 0.714 SEISMIC-H + 1 FLUIDS (2) 1100.578 -581.63 -0.50046 208
433 COMB - 1 DEAD + 0.75 LIVE + 0.714 SEISMIC-H + 1 FLUIDS (3) 1393.595 64.89548 -594.994 209
433 COMB - 1 DEAD + 0.75 LIVE + 0.714 SEISMIC-H + 1 FLUIDS (4) 1491.103 606.512 17.03763 210
433 COMB - 0.6 DEAD 720.9229 5.92742 4.257662 211
433 COMB - 0.6 DEAD + 0.714 SEISMIC-H (1) 623.1686 -46.5271 607.5202 212
433 COMB - 0.6 DEAD + 0.714 SEISMIC-H (2) 525.6602 -588.144 -4.51139 213
433 COMB - 0.6 DEAD + 0.714 SEISMIC-H (3) 818.677 58.38199 -599.005 214
433 COMB - 0.6 DEAD + 0.714 SEISMIC-H (4) 916.1855 599.9984 13.02671 215
433 COMB - 1 DEAD + 1 LIVE 1327.274 13.28586 8.654745 216
433 COMB - 1 DEAD + 1 LIVE + 0.714 SEISMIC-H (1) 1229.52 -39.1687 611.9173 217
433 COMB - 1 DEAD + 1 LIVE + 0.714 SEISMIC-H (2) 1132.011 -580.785 -0.1143 218
433 COMB - 1 DEAD + 1 LIVE + 0.714 SEISMIC-H (3) 1425.028 65.74043 -594.608 219
433 COMB - 1 DEAD + 1 LIVE + 0.714 SEISMIC-H (4) 1522.536 607.3569 17.42379 220
433 COMBINATION LOAD CASE 8 1327.275 13.29262 8.658243 301
 CONTROL PANEL
MATERIAL DETAILS FOOTING PARAMETERS SUPPORT NODE NO. COLUMN PROPERTY FILENAME
F'C (Mpa) FY (Mpa) Q (Kpa) CC (mm) db (mm) NO. COLUMN1 (m) COLUMN2 (m) Foundation4.STD
21 275 150 70 20 445 0.4 0.4

DESIGN NODE

HELPFUL BOTTONS

DESIGN ALL SUPPORT