remont structure v1

Owner’s Name : Remontano CorporationDesigner : Engr. Abelardo H. GaitanaProject Name : Proposed 2-Storey Commercial and Office BuildingGeneral Condition : All structural works shall be done based on the design set by the

structural engineer. Any alterations or not following any details specified by the Structural or Civil engineer will free the later from any liabilities for whatsoever damages or destroy of the structure.

Job Information

Engineer Checked Approved

Name: AHGaitanaDate: 31-May-11

Structure Type SPACE FRAME

Number of Nodes 106 Highest Node 149Number of Elements 208 Highest Beam 392Number of Plates 37 Highest Plate 396

Number of Basic Load Cases 5Number of Combination Load Cases 13

Included in this printout are data for:All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 1 SEISMICPrimary 2 DEADPrimary 3 LIVEPrimary 4 ROOFLIVEPrimary 5 WIND

Combination 7 COMBINATION LOAD CASE 7Combination 8 GENERATED ACI TABLE1 1Combination 9 GENERATED ACI TABLE1 2Combination 10 GENERATED ACI TABLE1 3Combination 11 GENERATED ACI TABLE1 4Combination 12 GENERATED ACI TABLE1 5Combination 13 GENERATED ACI TABLE1 6Combination 14 GENERATED ACI TABLE1 7Combination 15 GENERATED ACI TABLE1 8Combination 16 GENERATED ACI TABLE1 9Combination 17 GENERATED ACI TABLE1 10Combination 18 GENERATED ACI TABLE1 11Combination 19 GENERATED ACI TABLE1 12

Beams

Beam Node A Node BLength

(m)Propert

y

b(degree

s)34 3 25 4.900 15 34235 4 26 4.900 5 34241 10 32 4.900 6 25242 11 33 4.900 6 043 12 34 4.900 6 9044 13 35 4.900 6 252

Friday, 17 June 2011

45 14 36 4.900 6 9046 15 37 4.900 6 9047 16 38 4.900 6 25248 17 39 4.900 16 9049 18 40 4.900 13 9050 19 41 4.900 9 34252 21 43 4.900 12 25253 22 44 4.900 10 25254 23 45 4.900 11 25255 24 46 4.900 14 34256 25 26 4.002 6 060 32 33 3.811 6 061 33 34 3.932 6 063 32 35 2.847 6 064 35 36 6.876 6 065 36 37 3.825 6 066 35 38 3.913 6 069 37 39 5.222 6 070 39 40 4.053 6 073 25 41 1.863 6 074 43 44 3.825 6 075 45 46 4.005 6 076 44 46 2.077 6 077 26 43 2.028 6 078 43 45 2.225 6 079 44 25 2.018 6 080 40 146 2.012 6 083 34 36 2.700 6 084 38 41 6.725 6 087 25 47 2.700 5 34288 26 48 2.700 5 34294 32 54 2.700 4 25295 33 55 2.700 4 096 34 56 2.700 4 9097 35 57 2.700 4 25298 36 58 2.700 4 9099 37 59 2.700 4 90

100 38 60 2.700 4 0101 39 61 2.700 5 90102 40 62 2.700 17 90103 41 63 2.700 5 342105 43 65 2.700 5 252106 44 66 2.700 5 0107 45 67 2.700 5 252108 46 68 2.700 5 342109 47 48 4.002 4 0111 51 52 3.970 4 0112 53 54 3.516 4 0113 54 55 3.811 4 0114 55 56 3.932 4 0115 52 56 3.331 4 0116 54 57 2.847 4 0117 57 58 6.876 4 0118 58 59 3.825 4 0119 57 60 3.913 4 0121 55 51 3.315 4 0122 59 61 5.222 4 0123 61 62 4.053 4 0126 47 63 1.863 4 0127 65 66 3.825 4 0128 67 68 4.005 4 0129 66 68 2.077 4 0130 48 65 2.028 4 0131 65 67 2.225 4 0132 66 47 2.018 4 0133 62 147 2.012 4 0135 53 51 4.892 4 0136 56 58 2.700 4 0137 60 63 6.725 4 0144 51 95 5.500 5 0145 52 96 5.500 5 90146 53 97 5.500 5 0


158 65 87 2.750 5 252159 66 88 2.750 5 0160 67 89 2.750 5 252161 68 90 2.750 5 342180 87 88 3.825 8 0181 89 90 4.005 8 0182 88 90 2.077 8 0184 87 89 2.225 8 0211 87 109 2.750 5 252212 88 110 2.750 5 0213 89 111 2.750 5 252214 90 112 2.750 5 342215 91 92 4.002 5 0217 95 96 3.970 5 0218 97 98 3.516 5 0219 98 99 3.811 5 0220 99 100 3.932 5 0221 96 100 3.331 5 0222 98 101 2.847 5 0223 101 102 6.876 5 0224 102 103 3.825 5 0225 101 104 3.913 5 0227 99 95 3.315 5 0228 103 105 5.222 5 0229 105 106 4.053 5 0232 91 107 1.863 5 0233 109 110 3.825 5 0234 111 112 4.005 5 0235 110 112 2.077 5 0236 92 109 2.028 5 0237 109 111 2.225 5 0238 110 91 2.018 5 0239 106 148 2.012 5 0241 97 95 4.892 5 0242 100 102 2.700 5 0243 104 107 6.725 5 0246 91 113 3.000 5 342247 92 114 3.000 5 342250 95 117 3.000 8 0251 96 118 3.000 8 90252 97 119 3.000 8 0253 98 120 3.000 8 252254 99 121 3.000 8 0255 100 122 3.000 8 90256 101 123 3.000 8 252257 102 124 3.000 8 90258 103 125 3.000 8 0259 104 126 3.000 8 0260 105 127 3.000 5 90261 106 128 3.000 5 90262 107 129 3.000 5 342264 109 131 3.000 5 252265 110 132 3.000 5 0266 111 133 3.000 5 252267 112 134 3.000 5 342268 113 114 4.002 8 0270 117 118 3.970 8 0271 119 120 3.516 8 0272 120 121 3.811 8 0273 121 122 3.932 8 0274 118 122 3.331 8 0275 120 123 2.847 8 0276 123 124 6.876 8 0277 124 125 3.825 8 0278 123 126 3.913 8 0280 121 117 3.315 8 0281 125 127 5.222 8 0282 127 128 4.053 8 0285 113 129 1.863 8 0286 131 132 3.825 8 0287 133 134 4.005 8 0288 132 134 2.077 8 0


289 114 131 2.028 8 0290 131 133 2.225 8 0291 132 113 2.018 8 0292 128 149 2.012 8 0294 119 117 4.892 8 0295 122 124 2.700 8 0296 126 129 6.725 8 0299 113 135 3.400 5 342300 114 136 3.400 5 342302 127 138 3.400 5 90303 128 139 3.400 5 90304 129 140 3.400 5 342306 131 142 3.400 5 252307 132 143 3.400 5 0308 133 144 3.400 5 252309 134 145 3.400 5 342310 135 136 4.002 7 0311 138 139 4.053 7 0314 135 140 1.863 7 0315 142 143 3.825 7 0316 144 145 4.005 7 0317 143 145 2.077 7 0318 136 142 2.028 7 0319 142 144 2.225 7 0320 143 135 2.018 7 0321 139 136 4.336 7 0324 54 98 5.500 4 252325 55 99 5.500 4 0326 56 100 5.500 4 90327 57 101 5.500 4 252328 58 102 5.500 4 90329 60 104 5.500 4 0330 59 103 5.500 4 90331 60 59 5.686 4 0332 61 105 5.500 5 90333 63 61 3.715 4 0334 48 92 5.500 5 342335 62 106 5.500 4 90336 129 127 3.715 8 0337 107 105 3.715 5 0338 140 138 3.715 7 0339 63 107 5.500 5 342340 47 91 5.500 5 342341 126 125 5.686 8 0342 104 103 5.686 5 0345 146 26 2.324 6 0346 146 41 3.988 6 0347 147 48 2.324 4 0348 146 147 2.700 5 342349 147 63 3.988 4 0350 148 92 2.324 5 0351 147 148 5.500 5 342352 148 107 3.988 5 0353 149 114 2.324 8 0354 148 149 3.000 5 342355 149 129 3.988 8 0391 38 37 5.686 6 0392 41 39 3.715 6 0

Plates

Plate Node A Node B Node C Node D Property

343 133 131 132 134 3344 131 114 113 132 3357 114 149 129 113 3358 149 128 127 129 3359 129 127 125 126 3360 126 125 124 123 3361 123 124 122 120 3


362 120 121 117 119 3363 121 122 118 117 3364 111 109 110 112 3365 109 92 91 110 3366 92 148 107 91 3367 148 106 105 107 3368 107 105 103 104 1369 104 103 102 101 1370 101 102 100 98 1371 98 99 95 97 1372 99 100 96 95 1373 89 87 88 90 3374 67 65 66 68 3375 65 48 47 66 3376 48 147 63 47 3377 147 62 61 63 3378 63 61 59 60 2379 60 59 58 57 2380 57 58 56 54 2381 54 55 51 53 2382 55 56 52 51 2383 45 43 44 46 3384 43 26 25 44 3385 26 146 41 25 3389 38 37 36 35 1390 146 40 39 41 1393 41 39 37 38 1394 144 142 143 145 3395 142 136 135 143 3396 136 139 138 135 3

Section Properties

Prop SectionArea(cm2)

Iyy

(cm4)Izz

(cm4)J

(cm4)Material

4 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE5 Rect 0.50x0.30 1.5E 3 113E 3 313E 3 282E 3 CONCRETE6 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE7 Rect 0.30x0.20 600.000 20E 3 45E 3 47E 3 CONCRETE8 Rect 0.40x0.30 1.2E 3 90E 3 160E 3 194E 3 CONCRETE9 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE

10 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE11 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE12 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE13 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE14 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE15 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE16 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE17 Rect 0.60x0.40 2.4E 3 320E 3 720E 3 751E 3 CONCRETE

Plate Thickness

PropNode A

(cm)Node B

(cm)Node C

(cm)Node D

(cm)Material

1 18.000 18.000 18.000 18.000 CONCRETE2 22.000 22.000 22.000 22.000 CONCRETE3 14.000 14.000 14.000 14.000 CONCRETE

Supports

NodeX

(kN/mm)Y

(kN/mm)Z

(kN/mm)rX

(kN-m/deg)rY

(kN-m/deg)rZ

(kN-m/deg)3 Fixed Fixed Fixed Fixed Fixed Fixed4 Fixed Fixed Fixed Fixed Fixed Fixed10 Fixed Fixed Fixed Fixed Fixed Fixed11 Fixed Fixed Fixed Fixed Fixed Fixed


12 Fixed Fixed Fixed Fixed Fixed Fixed13 Fixed Fixed Fixed Fixed Fixed Fixed14 Fixed Fixed Fixed Fixed Fixed Fixed15 Fixed Fixed Fixed Fixed Fixed Fixed16 Fixed Fixed Fixed Fixed Fixed Fixed17 Fixed Fixed Fixed Fixed Fixed Fixed18 Fixed Fixed Fixed Fixed Fixed Fixed19 Fixed Fixed Fixed Fixed Fixed Fixed21 Fixed Fixed Fixed Fixed Fixed Fixed22 Fixed Fixed Fixed Fixed Fixed Fixed23 Fixed Fixed Fixed Fixed Fixed Fixed24 Fixed Fixed Fixed Fixed Fixed Fixed

Seismic Loading : 1 SEISMIC

Code Direction Factor

UBC X 1.000

Beam Loads : 2 DEAD

Beam Type Direction FaDa(m)

Fb DbEcc.(m)

60 LIN kN/m Y -6.470 - -6.470 - -61 LIN kN/m Y -6.470 - -6.470 - -63 LIN kN/m Y -6.470 - -6.470 - -65 LIN kN/m Y -6.470 - -6.470 - -66 LIN kN/m Y -6.470 - -6.470 - -69 LIN kN/m Y -6.470 - -6.470 - -70 LIN kN/m Y -6.470 - -6.470 - -73 LIN kN/m Y -6.470 - -6.470 - -75 LIN kN/m Y -6.470 - -6.470 - -76 LIN kN/m Y -6.470 - -6.470 - -77 LIN kN/m Y -6.470 - -6.470 - -78 LIN kN/m Y -6.470 - -6.470 - -79 LIN kN/m Y -6.470 - -6.470 - -80 LIN kN/m Y -6.470 - -6.470 - -83 LIN kN/m Y -6.470 - -6.470 - -84 LIN kN/m Y -6.470 - -6.470 - -111 LIN kN/m Y -13.190 - -13.190 - -112 LIN kN/m Y -13.190 - -13.190 - -115 LIN kN/m Y -13.190 - -13.190 - -116 LIN kN/m Y -13.190 - -13.190 - -118 LIN kN/m Y -13.190 - -13.190 - -119 LIN kN/m Y -13.190 - -13.190 - -122 LIN kN/m Y -13.190 - -13.190 - -123 LIN kN/m Y -13.190 - -13.190 - -126 LIN kN/m Y -13.190 - -13.190 - -127 LIN kN/m Y -13.190 - -13.190 - -128 LIN kN/m Y -13.190 - -13.190 - -129 LIN kN/m Y -13.190 - -13.190 - -130 LIN kN/m Y -13.190 - -13.190 - -131 LIN kN/m Y -13.190 - -13.190 - -132 LIN kN/m Y -13.190 - -13.190 - -133 LIN kN/m Y -13.190 - -13.190 - -135 LIN kN/m Y -13.190 - -13.190 - -136 LIN kN/m Y -13.190 - -13.190 - -137 LIN kN/m Y -13.190 - -13.190 - -180 LIN kN/m Y -6.590 - -6.590 - -181 LIN kN/m Y -6.590 - -6.590 - -182 LIN kN/m Y -6.590 - -6.590 - -184 LIN kN/m Y -6.590 - -6.590 - -217 LIN kN/m Y -7.190 - -7.190 - -218 LIN kN/m Y -7.190 - -7.190 - -221 LIN kN/m Y -7.190 - -7.190 - -222 LIN kN/m Y -7.190 - -7.190 - -224 LIN kN/m Y -7.190 - -7.190 - -225 LIN kN/m Y -7.190 - -7.190 - -


228 LIN kN/m Y -7.190 - -7.190 - -229 LIN kN/m Y -7.190 - -7.190 - -232 LIN kN/m Y -7.190 - -7.190 - -233 LIN kN/m Y -7.190 - -7.190 - -234 LIN kN/m Y -7.190 - -7.190 - -235 LIN kN/m Y -7.190 - -7.190 - -236 LIN kN/m Y -7.190 - -7.190 - -237 LIN kN/m Y -7.190 - -7.190 - -238 LIN kN/m Y -7.190 - -7.190 - -239 LIN kN/m Y -7.190 - -7.190 - -241 LIN kN/m Y -7.190 - -7.190 - -242 LIN kN/m Y -7.190 - -7.190 - -243 LIN kN/m Y -7.190 - -7.190 - -270 LIN kN/m Y -2.400 - -2.400 - -271 LIN kN/m Y -2.400 - -2.400 - -274 LIN kN/m Y -2.400 - -2.400 - -275 LIN kN/m Y -2.400 - -2.400 - -277 LIN kN/m Y -2.400 - -2.400 - -278 LIN kN/m Y -2.400 - -2.400 - -281 LIN kN/m Y -2.400 - -2.400 - -282 LIN kN/m Y -2.400 - -2.400 - -285 LIN kN/m Y -2.400 - -2.400 - -286 LIN kN/m Y -2.400 - -2.400 - -287 LIN kN/m Y -2.400 - -2.400 - -288 LIN kN/m Y -2.400 - -2.400 - -289 LIN kN/m Y -2.400 - -2.400 - -290 LIN kN/m Y -2.400 - -2.400 - -291 LIN kN/m Y -2.400 - -2.400 - -292 LIN kN/m Y -2.400 - -2.400 - -294 LIN kN/m Y -2.400 - -2.400 - -295 LIN kN/m Y -2.400 - -2.400 - -296 LIN kN/m Y -2.400 - -2.400 - -345 LIN kN/m Y -6.470 - -6.470 - -347 LIN kN/m Y -13.190 - -13.190 - -350 LIN kN/m Y -7.190 - -7.190 - -353 LIN kN/m Y -2.400 - -2.400 - -

Plate Loads : 3 LIVE

Plate Type Direction FaFb

X1(m)

Y1(m)

X2(m)

Y2(m)

364 PRE N/mm2 GY -0.002 - - - - -365 PRE N/mm2 GY -0.002 - - - - -366 PRE N/mm2 GY -0.002 - - - - -367 PRE N/mm2 GY -0.002 - - - - -368 PRE N/mm2 GY -0.002 - - - - -369 PRE N/mm2 GY -0.002 - - - - -370 PRE N/mm2 GY -0.002 - - - - -371 PRE N/mm2 GY -0.002 - - - - -372 PRE N/mm2 GY -0.002 - - - - -373 PRE N/mm2 GY -0.002 - - - - -374 PRE N/mm2 GY -0.014 - - - - -375 PRE N/mm2 GY -0.014 - - - - -376 PRE N/mm2 GY -0.014 - - - - -377 PRE N/mm2 GY -0.014 - - - - -378 PRE N/mm2 GY -0.014 - - - - -379 PRE N/mm2 GY -0.014 - - - - -380 PRE N/mm2 GY -0.014 - - - - -381 PRE N/mm2 GY -0.014 - - - - -382 PRE N/mm2 GY -0.014 - - - - -383 PRE N/mm2 GY -0.002 - - - - -384 PRE N/mm2 GY -0.002 - - - - -385 PRE N/mm2 GY -0.002 - - - - -389 PRE N/mm2 GY -0.002 - - - - -390 PRE N/mm2 GY -0.002 - - - - -393 PRE N/mm2 GY -0.002 - - - - -


Plate Loads : 4 ROOFLIVE

Plate Type Direction Fa FbX1(m)

Y1(m)

X2(m)

Y2(m)

343 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000344 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000357 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000358 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000359 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000360 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000361 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000362 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000363 PRE N/mm2 GY -0.002 - -2.000 -2.000 1.000 2.000394 PRE N/mm2 GY -0.002 - -1.000 -1.000 2.000 2.000395 PRE N/mm2 GY -0.002 - -1.000 -1.000 2.000 2.000396 PRE N/mm2 GY -0.002 - -1.000 -1.000 2.000 2.000

Wind Loading : 5 WIND

Direction Type Factor

X 1 1.000Z 1 1.000

Statics Check Results

L/CFX

(kN)FY

(kN)FZ

(kN)MX

(kNm)MY

(kNm)MZ

(kNm)1:SEISMIC Loads 101.388 0.000 0.000 0.000 -41.2E 3 -46.7E 31:SEISMIC Reactions -101.388 -0.000 0.000 -18.984 41.2E 3 46.6E 3

Difference 0.000 -0.000 0.000 -18.984 1.494 -70.8352:DEAD Loads 0.000 -443.830 0.000 -205E 3 0.000 -80.8E 32:DEAD Reactions 0.000 443.830 -0.000 204E 3 0.085 80.2E 3

Difference 0.000 -0.000 -0.000 -1.16E 3 0.085 -604.2033:LIVE Loads 0.000 -533.687 0.000 -215E 3 0.000 -110E 33:LIVE Reactions 0.000 533.687 0.000 212E 3 -0.111 111E 3

Difference 0.000 -0.000 0.000 -2.7E 3 -0.111 1.64E 34:ROOFLIVE Loads 0.000 -58.270 0.000 -29.5E 3 0.000 -9.89E 34:ROOFLIVE Reactions -0.000 58.270 -0.000 29.4E 3 -0.001 9.85E 3

Difference -0.000 -0.000 -0.000 -8.440 -0.001 -35.7265:WIND Loads 42.200 0.000 21.893 8.73E 3 -23.7E 3 -15.5E 35:WIND Reactions -42.200 0.000 -21.893 -8.72E 3 23.7E 3 15.5E 3

Difference 0.000 0.000 0.000 11.282 -0.927 20.975

Failed Members

BeamAnalysisProperty

DesignProperty

Ratio Clause L/CAx

(cm2)Iz

(cm4)


remont structure v1

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