Perhitungan Tulangan Geser Balok Anak Dan Contoh SoalFull description
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hitungan pondasi pada perencanaan rumah kayuFull description
contoh perhitungan sheetpileFull description
hitungan pondasi pada perencanaan rumah kayuDeskripsi lengkap
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Perhitungan Tulangan Geser Balok Anak Dan Contoh SoalDeskripsi lengkap
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F ile Detail Tulangan Tiang Dt/Tm 18-Apr-2018 21:03
Input Pile Property Data I t em Total Pile Length Pile Length Over EGL Diameter Pile Head Condition Modulus of Elasticity
Value
Unit
14 0.5 0.4 Fixed 24000
m m m MPa
Soil Property Data I t em
Value
Type of Soil Unconfined Co Compressive St Strength of of Cl Clayey so soil
Unit
PreLoaded Cl Greater th tha
Loads Data I t em
Value
Designed Max. Vert. Load Capacity Designed Lat. Load Capacity Allowable Deflection
800 100 0.03
Unit kN kN m
Constants I t em Grade of Concrete Grade of Steel
Value
Unit
M15 Fe 250
Reinforcement Details I t em Clear Cover Dia.of Main Reinforcement(mm) Minimum Steel % Maximum Steel % Dia.of Transverse Reinforcement Type of Transverse Reinf Minimum Spacing for Transverse Reinf Maximum Spacing for Transverse Reinf
Print Time/Date: 04/18/2018 21:16
Value 0.05 20 0.4 4 10 Circular 0.1 0.3
STAAD.etc Release 4.5
Unit m
m m
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Dia. Dia. of Reinf einfor orce ceme ment nt (mm) (mm)
Spac Spacin ing. g. of Reinf einfor orce ceme ment nt (mm) (mm)
Circular
10
140.00
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Calculation
D esi sigg n of of P i le less : P ond nda asi B or P i le M ena narr a M asji sjid d DESIGN CALCULATIONS Calculation of Length of Fixity Total Length of Pile = 14.00 m Length of Pile Over Ground Level, L1 = 0.50 m Diameter of Pile= 400.00 mm Modulus of Elasticity of Concrete = 24000.00 N/mm2 Pile Head Condition = Fixed Type of Soil = Preloaded Clay Moment of Inertia = 1256637061.44 mm4 K2 = 195.50 Kg/cm2 R= 1114.47 mm L1/R = 0.45 Corresponding value of Lf/R = 1.83 , where Lf = Length of Fixity Length of Fixity, Lf = 2.04 m
Checking of Deflection Lateral Load Capacity of Pile, Q = 100.00 KN Actual Lateral Deflection = 4.53 mm Allowable Lateral Deflection = 30.00 mm Allowable Lateral Deflection > Actual Lateral Deflection, Hence O.K.
Final Loads and Moments Calculation Gross Vertical Load Capacity of Pile = 800.00 KN Maximum Moment Moment Due to Lateral Load, Q = Q(L1 + Lf)^3 / 12EI = 127.02 KNm Moment Reduction Factor = 0.81 Final Reduced Moment = 102.93 KNm
Calculation of Reinforcements Required Percentage of Steel = 3.69 Required Area of Steel = 4643.27 mm2
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Calculation, cont... Dia of Main Reinforcement = 20.00 mm Area of Main Reinforcement Reinforcement = 314.16 mm2 Total no. of Bars reqd. = 15.00 Total no. of Bars Provided. = 15.00 Area of Steel Provided. = 4712.39 mm2 Percentage of Steel Provided. = 3.75
Check For Shear Type of Stirrup. = Circular Dia of Stirrup. = 10.00 mm Area of Stirrup. = 78.54 mm2 Actual Shear Stress, Tau_V. = 1.10 n/mm2 Allowable Shear Stress, Tau_C. = 0.65 n/mm2 Actual Shear Stress, Tau_V > Allowable Shear Stress Tau_C Vus. = 41.02 KN Calculated Spacing of Stirrups = 141.61 mm Final Provided Spacing = 140.00 mm
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