Construction Theory 1) Find the rections ? 12 KN 7 KN 3 m 2) Find the...
find the reaction forces Find the reaction forces 18 KNI 2 mt 4 12 kN 2 m 6 m O RDE 1450
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
15 points 70 kN 3 m 53 kN 21 kN 1 m 0.5 ml 0.5 2.5 m
Identify the following ir spectrum 3 6 1 2 ✓ ເຂົ້າມາມຮນສາມ M ong 12 15 B 1000 18 2-butanone 21 2-methyl-2-propen-1-ol 24 ethyl vinyl ether 2-methylpropanal a Question 20 (2.5 points) ✓ Saved Give the major product of the following sequence of reactions 9 1) HNOJH SO acetophenone 12 2) HyPa Op-aminoethylbenzene 15 ✓ m-aminoethylbenzene 18 m-aminoacetophenone 21 m-nitroacetophenone Question 12 (2.5 points) What is the major product of the following reaction? 1 2 3 4 2-butanone 5 6 (PL);P-CHCH...
1. A tensile force of 100 kN is applied on a 0.02 m diameter 2 m length rod. After applying the load, the diameter of the rod decreases to 0.01998 m and the length increases to 2.01 m. What is the Poisson's Ratio of this material? 2. A tensile force of 100 kN is applied on a 0.02 m diameter 2 m length rod. After applying the load, the diameter of the rod decreases to 0.01998 m and the length...
Structural Analysis: 30 KN 7 |30 KN 16 0; 30 KN 04 02 15 KN 20 KN 0 D 4m 4 V4 V2 D2 3.5 m Di 4m D4 3 m Vs 2.5 m 2.5 m Vi A U U2 U; UA R 1 2 3 4x4.5m=18m Calculate each bar force of the O3, D3, U3, V4 ve 04 03 D3 U3 V4 04
Determine the reactions at the supports. El is a constant Prob. 15-7 12 kN/m 2.5 m Show transcribed image text Solve using the stiffness method
the only question to answer are 2-5 2-7 2-10 2-17 2-19 thank you CHAPTER Two 2-3. An undisturbed chunk of soil has a wet weight of 62 lb and a volume of o.s6 ft. When dried out in an oven, the soil weighs S0 Ib. If the specific gravity o solids is found to be 2.64, determine the water con- tent, wet unit weight of soil, dry unit soil. 2-13. The wet unit weight of a soil sample is 18.55...
2 A 200 kN column load is to be supported on a 3 m square, 1 m deep spread footing underlain by young, normally consolidated sandy soils. The results of a representative CPT sounding at this site are as follow: Depth (m) qc (kg/cm²) 0.0-4.0 30 4.0-7.0 51 7.0-12.0 65 12.0-16.0 16.0-20.0 59 110 The groundwater table is at a depth of 10 m; the unit weight of the soil is 16 kN /mº above the groundwater table and 18...
Use the virtual work method to find the deflection of the cantlever beam A. E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m