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8.9 Knowing that 0-40, determine the smallest force P for which 8.17 A half-section The coefficies 0.40.If a = pipe, (b) wha 444 0.45 equilibrium of the 7.5-kg block is maintained. .10 Knowingthat P 100 N. determine the range of values which il 0.35 9for he 7.5 kg block is maintained 7.5 kg uwo oy an inclime 8.11 The S be that is int of static friction black B Fig. P8.9 and P8.10 8.18 A 480-N their rota each cas locked, c the right tip over her and 8.19 Wire is vertical Fig. P8.11 and P8 on the coeffici determ 8.20 Solve zero. 8.21 The c W an 8.1 the c Domp tion 8.15 A unirorm 15 inclin mass of 30 kgmust be moved up along the ou Hpplng AOwing thE Torce P is horizontal the largest allowable coefficient of static friction DSween the crate and the incline, () the corresponding magnitnude forc .maves a 50 keg erate to the left along a loading dock by apeiving a foree P at corner B as shown. Knowing that the crate slarts to tip about edge E of the loading dock when a = 200 mm Fig P&.15 one the coef een the crate and he Toadwerdock t oesponding magnitude P of the fore 8.22 T Of 0 to 8.23 am Fig. P&.16

8.9 Knowing that 0-40, determine the smallest force P for which 8.17 A half-section The coefficies 0.40.If a = pipe, (b) wha 444 0.45 equilibrium of the 7.5-kg block is maintained. .10 Knowingthat P 100 N. determine the range of values which il 0.35 9for he 7.5 kg block is maintained 7.5 kg uwo oy an inclime 8.11 The S be that is int of static friction black B Fig. P8.9 and P8.10 8.18 A 480-N their rota each cas locked, c the right tip over her and 8.19 Wire is vertical Fig. P8.11 and P8 on the coeffici determ 8.20 Solve zero. 8.21 The c W an 8.1 the c Domp tion 8.15 A unirorm 15 inclin mass of 30 kgmust be moved up along the ou Hpplng AOwing thE Torce P is horizontal the largest allowable coefficient of static friction DSween the crate and the incline, () the corresponding magnitnude forc .maves a 50 keg erate to the left along a loading dock by apeiving a foree P at corner B as shown. Knowing that the crate slarts to tip about edge E of the loading dock when a = 200 mm Fig P&.15 one the coef een the crate and he Toadwerdock t oesponding magnitude P of the fore 8.22 T Of 0 to 8.23 am Fig. P&.16

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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8.9 Knowing that 0-40, determine the smallest force P for which 8.17 A half-section The coefficies 0.40.If a = pipe, (b) wha 444 0.45 equilibrium of the 7.5-kg block is maintained. .10 Knowingthat P 100 N. determine the range of values which il 0.35 9for he 7.5 kg block is maintained 7.5 kg uwo oy an inclime 8.11 The S be that is int of static friction black B Fig. P8.9 and P8.10 8.18 A 480-N their rota each cas locked, c the right tip over her and 8.19 Wire is vertical Fig. P8.11 and P8 on the coeffici determ 8.20 Solve zero. 8.21 The c W an 8.1 the c Domp tion 8.15 A unirorm 15 inclin mass of 30 kgmust be moved up along the ou Hpplng AOwing thE Torce P is horizontal the largest allowable coefficient of static friction DSween the crate and the incline, () the corresponding magnitnude forc .maves a 50 keg erate to the left along a loading dock by apeiving a foree P at corner B as shown. Knowing that the crate slarts to tip about edge E of the loading dock when a = 200 mm Fig P&.15 one the coef een the crate and he Toadwerdock t oesponding magnitude P of the fore 8.22 T Of 0 to 8.23 am Fig. P&.16
Transcribed Image Text:8.9 Knowing that 0-40, determine the smallest force P for which 8.17 A half-section The coefficies 0.40.If a = pipe, (b) wha 444 0.45 equilibrium of the 7.5-kg block is maintained. .10 Knowingthat P 100 N. determine the range of values which il 0.35 9for he 7.5 kg block is maintained 7.5 kg uwo oy an inclime 8.11 The S be that is int of static friction black B Fig. P8.9 and P8.10 8.18 A 480-N their rota each cas locked, c the right tip over her and 8.19 Wire is vertical Fig. P8.11 and P8 on the coeffici determ 8.20 Solve zero. 8.21 The c W an 8.1 the c Domp tion 8.15 A unirorm 15 inclin mass of 30 kgmust be moved up along the ou Hpplng AOwing thE Torce P is horizontal the largest allowable coefficient of static friction DSween the crate and the incline, () the corresponding magnitnude forc .maves a 50 keg erate to the left along a loading dock by apeiving a foree P at corner B as shown. Knowing that the crate slarts to tip about edge E of the loading dock when a = 200 mm Fig P&.15 one the coef een the crate and he Toadwerdock t oesponding magnitude P of the fore 8.22 T Of 0 to 8.23 am Fig. P&.16
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