Using Double Integration Method Calculate the deflection at the free end of the beam shown below. 10KN/m 5KNM A B -5m
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- Using conjugate beam method for a beam in figure below, when EI is constant the deflection at point C is a) -78.33/EI downward c) 53.33/EI A 43m 30KN 3m b) 78.33/EI upward d) 12.5/EI, 2m 20KN УС C 4For the bears shown below, determine the vertical deflection at point B by using the virtual work method. T is constare atsatsat -Sn- 70k-1Find the value of midspan deflection for the beams shown? 900N/m 400N 600N.m A IS Im 2m Im 2m Im 3 Ans/ S= 83.3 №. m² EI 3m Ans/5=2940 N.m² EI
- Example 2: Calculate the horizontal deflection at E. 15KN E = 200GPA 10kN- AB = 371 x 106 mm4 IBp = 215 x 106 mm4 = 458 x 106 mm4 IDE A 2,5m 1,5m (AE = 25,952 mm–) 5,0m w/NYOT 2,5m%3D Determine the deflection at point B given the cross-section of the beam and assuming E = 200 GPa. 200 mm 20 mm 8 KN 4kN/m A D 200 mm B 30 mm 20 mm 1m 1m 2 m 2 m4 Use the virtual work method to determine the slope and deflection at point D of the beam (Quie 21 150KN B. D. 5m 5m 5m El constant E=70 GPa 1000 (10%) mm
- Determine the Deflection at D. Use the Any Geometric Method (once for DIM, once for AMM, once for CBM) E = 200 GPa, IAB = 250x106 mm IBcp = 200x106 mm4. Distances are in meters. Show complete %3D %3D Solutions 8 kN 6 kN 15 kN/m A B ing 3 Technology Driven by (nnovation FEU ALABANG FEU DILIMAN FEU TECH Input your answer in two decimal places. Units in millimeters. No need to write down the units. Just input the numerical value with the sign. Example: if your final answer is 2.11mm upwards, just key-in 2.11 then if your final answer is 2.11mm downwards, key-in -2.11Determine the Vertical Deflection at C. Indicate the negative sign if the answer is downward For the Billboard Truss, shown are the following details: Ainternal -4 in Aexternal -10 in E-29x10 ksi 18 k 12 ft 40 22 k 20 ft 18 k 16 ft 12 ft 4:09 PM 26°C ENG 07/10/2021USE AREA MOMENT METHOD TO DETERMINE DEFLECTION AT C. 31KN 28.8KN/m А D В 2.1m 4m 3m
- Use Virtual Work Method to calculate the deflection at C for the frame shown in the accompanying illustration. Use El = 50.0x10 kN-m² 265 kN 180 kN D E F C 3 m В 90 kN 3 m А 3 m 6 m 3 m* Question Completion Status: Question 3 Using Double Integration Method (DIM) with origin taken at point A where 0 s x s 6ft, with RA= 50k (upward) and Rp=10k (upward), 90 kips A 2 ft 2 ft 2 ft 30 kips Calculate the deflection at C in terms of constant E1? Ozero/EI 37/EI O-146.67/EI -73.33/EI -173.33 EI nere to search AiWhere did 1161 came from at the last part of computation of the deflection at D. Because I put the equation on the calcu and it's only equal to 46. 44