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*상세내용	<br><br><br> ===================== 원글 내용 ====================<br> 수고하십니다<br /> <br /> 에러가 났네요..답변 주시기바랍니다..<br /> <br /> <br /> <br /> <br /> SOIL 1 매립층 <br /> 1.8 0.9 0 25 2750 0 0 0 <br /> 2 퇴적층 <br /> 1.9 1 0 30 3090 0 0 0 <br /> 3 연암층 <br /> 2.1 1.2 5 35 5000 0 0 0 <br /> <br /> PROFILE 1 0.2 1 1 <br /> 2 7 2 2 <br /> 3 30 3 3 <br /> <br /> VWALL 1 7.3 0.008336 0.000133 2.1E+07 1.8 0.6 0.2 0 <br /> <br /> STRUT 1 1.3 0.008336 5.1 4 5 0 0 35 <br /> <br /> <br /> Division 0.2 <br /> Solution 0 <br /> Output 0 <br /> <br /> STEP 1 excavation to 1.80 <br /> iteration 20 0.01 <br /> rankine 1.0 0.0 <br /> surcharge 1.30 <br /> excavation 1.80 <br /> output 0 0 0 0 <br /> <br /> STEP 2 construction of strut 1 Exca 4.00 <br /> const strut 1 <br /> exca 4.00 <br /> ground settlement <br /> insertion check <br /> <br /> <br /> END<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. 1 << excavation to 1.80 >><br /> <br /> RESULTANTS OF PRESSURE, DISPLACEMENT, ROTATION, SHEAR, MOMENT etc.<br /> EXCAVATION DEPTH = 1.80<br /> 1 2 3<br /> Node Depth Final Wall Rotation Shear Bending Strt/Anchr Strt/Anchr<br /> No. Press Disp. Angle Force Moment Slab Pinit Slab React<br /> (m) (t/m2) (mm) (deg) (t/m) (t-m/m) (t/ea) (t/ea) <br /> <br /> 1 0.00 0.53 -18.62 0.306 0.01 0.00<br /> 2 0.20 0.56 -17.55 0.306 -0.07 0.00<br /> 4 0.50 0.75 -15.95 0.305 -0.20 -0.05<br /> 8 1.30 1.26 -11.71 0.299 -0.89 -0.45<br /> 11 1.80 1.57 -9.15 0.286 -1.44 -1.04<br /> 22 4.00 -3.11 -1.29 0.101 0.91 -2.54<br /> 25 4.50 -1.14 -0.60 0.059 1.26 -1.98<br /> 28 5.00 0.95 -0.23 0.028 1.27 -1.34<br /> 31 5.50 1.90 -0.07 0.009 1.01 -0.77<br /> 34 6.00 2.07 -0.05 -0.001 0.67 -0.35<br /> 37 6.50 1.88 -0.08 -0.005 0.34 -0.10<br /> 40 7.00 0.75 -0.13 -0.006 0.07 -0.01<br /> 42 7.30 0.44 -0.16 -0.006 -0.01 0.00<br /> Note 1) Final pressure shown are resultant one including earth press., water <br /> press. and other press. both side of wall. (+) when pushes to exca. side<br /> 2) Sign of support force is (+) when it pushes to wall side<br /> 3) Pressure, Shear and Moment is per m<br /> 4) Support Force is (t/ea). For Anchor, inclination was included in the<br /> Calculation <br /> 노트 1) Final Pressure는 주동측 및 수동측 양측의 토압, 수압 기타 압력을<br /> 모두 고려한 합력이다<br /> 굴착측으로 작용할때 (+) 이다<br /> 2) 지보공의 반력은 배면측으로 밀때 (+) 이다<br /> 3) 압력, 전단력 및 모멘트는 벽체폭 1m 당이다<br /> 4) 지보공의 축력은 1개당의 값이며, 앵커의 경우, 경사로 인하여<br /> 증가된 값이 포함 되어있다<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. -2 << DISPLACEMENT CALCULATION DUE TO INITIAL STRUT LOADS >><br /> <br /> RESULTANTS OF PRESSURE, DISPLACEMENT, ROTATION, SHEAR, MOMENT etc.<br /> EXCAVATION DEPTH = 1.80<br /> 1 2 3<br /> Node Depth Final Wall Rotation Shear Bending Strt/Anchr Strt/Anchr<br /> No. Press Disp. Angle Force Moment Slab Pinit Slab React<br /> (m) (t/m2) (mm) (deg) (t/m) (t-m/m) (t/ea) (t/ea) <br /> <br /> 1 0.00 0.53 -5.75 0.107 0.00 0.00<br /> 2 0.20 0.56 -5.37 0.107 -0.10 -0.01<br /> 4 0.50 0.75 -4.81 0.107 -0.27 -0.06<br /> 8 1.30 1.26 -3.36 0.099 -1.04 -0.55<br /> 11 1.80 1.57 -2.54 0.089 -0.38 -0.61<br /> 22 4.00 -0.40 -0.45 0.019 0.45 -0.67<br /> 25 4.50 0.35 -0.33 0.009 0.46 -0.44<br /> 28 5.00 0.65 -0.28 0.003 0.37 -0.24<br /> 31 5.50 0.72 -0.27 0.000 0.26 -0.09<br /> 34 6.00 0.69 -0.27 -0.001 0.14 0.01<br /> 37 6.50 0.65 -0.28 0.000 0.03 0.04<br /> 40 7.00 -0.75 -0.28 0.000 -0.05 0.02<br /> 42 7.30 -0.74 -0.28 0.000 -0.02 0.00<br /> Note 1) Final pressure shown are resultant one including earth press., water <br /> press. and other press. both side of wall. (+) when pushes to exca. side<br /> 2) Sign of support force is (+) when it pushes to wall side<br /> 3) Pressure, Shear and Moment is per m<br /> 4) Support Force is (t/ea). For Anchor, inclination was included in the<br /> Calculation <br /> 노트 1) Final Pressure는 주동측 및 수동측 양측의 토압, 수압 기타 압력을<br /> 모두 고려한 합력이다<br /> 굴착측으로 작용할때 (+) 이다<br /> 2) 지보공의 반력은 배면측으로 밀때 (+) 이다<br /> 3) 압력, 전단력 및 모멘트는 벽체폭 1m 당이다<br /> 4) 지보공의 축력은 1개당의 값이며, 앵커의 경우, 경사로 인하여<br /> 증가된 값이 포함 되어있다<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. -2 << DISPLACEMENT CALCULATION DUE TO INITIAL STRUT LOADS >><br /> <br /> Ground Settlement by Caspe(1966) method<br /> (see FOUNDATION ANALYSIS AND DESIGN 4th ed. p659)<br /> <br /> Excavation Depth (HW) = 1.80 m <br /> Average Phi to ex. depth = 29.55 Deg<br /> Width of Excavation (B) = 10.20 m<br /> Hp = (0.5 B tan(45+PHI/2) = 8.75 m<br /> Ht = (Hw+Hp) = 10.55 m<br /> Distance of Influnce D=Httan(45-PHI/2)) = 6.15 m<br /> <br /> Volume of deflection (Vs) = 0.00763 m3<br /> Settlement at wall Sw = 4 Vs/D = 0.00496 m = -4.96 mm <br /> <br /> Distance 0.0D 0.1D 0.2D 0.3D 0.5D 1.0D <br /> ( m ) 0.0 0.6 1.2 1.8 3.1 6.1<br /> <br /> Settlement(mm) -4.96 -4.02 -3.17 -2.43 -1.24 0.00<br /> <br /> Note. The results shown are approximation recommended by Caspe.<br /> Error ! Lowest Support Depth <= 0<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. 2 << CONSTRUCTION OF STRUT 1 EXCA 4.00 >><br /> <br /> RESULTANTS OF PRESSURE, DISPLACEMENT, ROTATION, SHEAR, MOMENT etc.<br /> EXCAVATION DEPTH = 4.00<br /> 1 2 3<br /> Node Depth Final Wall Rotation Shear Bending Strt/Anchr Strt/Anchr<br /> No. Press Disp. Angle Force Moment Slab Pinit Slab React<br /> (m) (t/m2) (mm) (deg) (t/m) (t-m/m) (t/ea) (t/ea) <br /> <br /> 1 0.00 0.53 -0.32 -0.149 0.00 0.00<br /> 2 0.20 0.56 -0.84 -0.150 -0.11 -0.01<br /> 4 0.50 0.75 -1.63 -0.150 -0.30 -0.07<br /> 8 1.30 1.26 -3.76 -0.158 3.62 -0.59 5.000 18.827(ST 1)<br /> 11 1.80 1.57 -5.14 -0.153 2.94 1.06<br /> 22 4.00 2.97 -7.17 0.073 -1.71 2.77<br /> 25 4.50 0.31 -6.34 0.115 -1.99 1.81<br /> 28 5.00 -2.20 -5.21 0.139 -1.85 0.84<br /> 31 5.50 -4.71 -3.95 0.147 -1.28 0.04<br /> 34 6.00 -5.98 -2.68 0.143 -0.25 -0.37<br /> 37 6.50 -2.35 -1.46 0.136 0.41 -0.33<br /> 40 7.00 0.89 -0.29 0.133 0.46 -0.09<br /> 42 7.30 7.81 0.40 0.132 0.03 0.00<br /> Note 1) Final pressure shown are resultant one including earth press., water <br /> press. and other press. both side of wall. (+) when pushes to exca. side<br /> 2) Sign of support force is (+) when it pushes to wall side<br /> 3) Pressure, Shear and Moment is per m<br /> 4) Support Force is (t/ea). For Anchor, inclination was included in the<br /> Calculation <br /> 노트 1) Final Pressure는 주동측 및 수동측 양측의 토압, 수압 기타 압력을<br /> 모두 고려한 합력이다<br /> 굴착측으로 작용할때 (+) 이다<br /> 2) 지보공의 반력은 배면측으로 밀때 (+) 이다<br /> 3) 압력, 전단력 및 모멘트는 벽체폭 1m 당이다<br /> 4) 지보공의 축력은 1개당의 값이며, 앵커의 경우, 경사로 인하여<br /> 증가된 값이 포함 되어있다<br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. 2 << CONSTRUCTION OF STRUT 1 EXCA 4.00 >><br /> <br /> Ground Settlement by Caspe(1966) method<br /> (see FOUNDATION ANALYSIS AND DESIGN 4th ed. p659)<br /> <br /> Excavation Depth (HW) = 4.00 m <br /> Average Phi to ex. depth = 29.77 Deg<br /> Width of Excavation (B) = 10.20 m<br /> Hp = (0.5 B tan(45+PHI/2) = 8.79 m<br /> Ht = (Hw+Hp) = 12.79 m<br /> Distance of Influnce D=Httan(45-PHI/2)) = 7.42 m<br /> <br /> Volume of deflection (Vs) = 0.02080 m3<br /> Settlement at wall Sw = 4 Vs/D = 0.01121 m = -11.21 mm <br /> <br /> Distance 0.0D 0.1D 0.2D 0.3D 0.5D 1.0*D <br /> ( m ) 0.0 0.7 1.5 2.2 3.7 7.4<br /> <br /> Settlement(mm) -11.21 -9.08 -7.18 -5.49 -2.80 0.00<br /> <br /> Note. The results shown are approximation recommended by Caspe.<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> --------------------------------------------------------------------------------<br /> Step No. 2 << CONSTRUCTION OF STRUT 1 EXCA 4.00 >><br /> <br /> WALL DEPTH CHECK <br /> <br /> Lowest Support Depth = 1.30, Node No. = 8<br /> Node Depth Active Other Active Passive Other Passive<br /> No. Press Press Moment Press Press Moment<br /> (m) (t/m2) (t/m2) (tm) (t/m2) (t/m2) (tm)<br /> 8 1.30 1.26 0.00 0.00<br /> 9 1.50 1.38 0.00 0.04<br /> 10 1.60 1.45 0.00 0.07<br /> 11 1.80 1.57 0.00 0.16<br /> 12 2.00 1.70 0.00 0.24<br /> 13 2.20 1.83 0.00 0.33<br /> 14 2.40 1.95 0.00 0.43<br /> 15 2.60 2.08 0.00 0.54<br /> 16 2.80 2.21 0.00 0.66<br /> 17 3.00 2.33 0.00 0.79<br /> 18 3.20 2.46 0.00 0.93<br /> 19 3.40 2.59 0.00 1.09<br /> 20 3.60 2.71 0.00 1.25<br /> 21 3.80 2.84 0.00 1.42<br /> 22 4.00 2.97 0.00 0.18 0.00 0.00 0.00<br /> 23 4.20 3.09 0.00 0.20 -1.14 0.00 -0.22<br /> 24 4.40 3.22 0.00 0.17 -2.28 0.00 -0.35<br /> 25 4.50 3.28 0.00 0.18 -2.85 0.00 -0.46<br /> 26 4.70 3.41 0.00 0.26 -3.99 0.00 -0.90<br /> 27 4.90 3.54 0.00 0.21 -5.13 0.00 -0.92<br /> 28 5.00 3.60 0.00 0.22 -5.70 0.00 -1.05<br /> 29 5.20 3.73 0.00 0.32 -6.84 0.00 -1.78<br /> 30 5.40 3.85 0.00 0.26 -7.98 0.00 -1.64<br /> 31 5.50 3.92 0.00 0.27 -8.55 0.00 -1.80<br /> 32 5.70 4.04 0.00 0.40 -9.69 0.00 -2.84<br /> 33 5.90 4.17 0.00 0.32 -10.83 0.00 -2.49<br /> 34 6.00 4.23 0.00 0.33 -11.40 0.00 -2.68<br /> 35 6.20 4.36 0.00 0.47 -12.54 0.00 -4.10<br /> 36 6.40 4.49 0.00 0.38 -13.68 0.00 -3.49<br /> 37 6.50 4.55 0.00 0.39 -14.25 0.00 -3.70<br /> 38 6.70 4.68 0.00 0.56 -15.39 0.00 -5.54<br /> 39 6.90 4.80 0.00 0.45 -16.53 0.00 -4.63<br /> 40 7.00 0.00 0.00 0.00 -40.32 0.00 -11.49<br /> 41 7.20 0.00 0.00 0.00 -41.87 0.00 -12.35<br /> 42 7.30 0.00 0.00 0.00 -42.64 0.00 -4.26<br /> <br /> 98.29 0.00 13.52 -273.60 0.00 -66.70<br /> <br /> Total Active Moment (Ma) = 13.52<br /> Total Passive Moment (Mp) = -66.70<br /> Factor Of Safety (Mp/Ma) = 4.93<br /> <br /> <br /> TOTAL SOLUTION TIME = 0.19 SEC<br /> <br />
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