Đist Cm) Obseved Inberor Angle Sta Sta Occ Mean Đist. Conection Adgusted Inteior Obs Direct Reversed Mean Angle 11-55 12.375 l08'22' 102°571 103°3' 30" A -19'12" 102° 50'18" 13.20 A 13.20 1 5-31 88 14' 88°14' 88°1y' -19'12"87°gu48" 17.42 B 17:42 13.71 113°36' 112°481 113°12' -19'12" 112°5248" D 10.00 10.00 155 18' 11.95 156°06' I54°31 -19'12 "Isy°59'18" 30" 13.90 13.90 E 12.7 81°42! 81° 42'81°42' F19'2" |81°22' 48" A 11.55 Z =541°36' Z 540° Length, Calculated Вearing 167°10' LATITUDE DEPARTURE LINE m +N -S +E -W АВ ВС CD DE EA A

Đist Cm) Obseved Inberor Angle Sta Sta Occ Mean Đist. Conection Adgusted Inteior Obs Direct Reversed Mean Angle 11-55 12.375 l08'22' 102°571 103°3' 30" A -19'12" 102° 50'18" 13.20 A 13.20 1 5-31 88 14' 88°14' 88°1y' -19'12"87°gu48" 17.42 B 17:42 13.71 113°36' 112°481 113°12' -19'12" 112°5248" D 10.00 10.00 155 18' 11.95 156°06' I54°31 -19'12 "Isy°59'18" 30" 13.90 13.90 E 12.7 81°42! 81° 42'81°42' F19'2" |81°22' 48" A 11.55 Z =541°36' Z 540° Length, Calculated Вearing 167°10' LATITUDE DEPARTURE LINE m +N -S +E -W АВ ВС CD DE EA A

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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A concentrated load P = 5 kN, acting downwards, is located midway between the simple supports of the beam shown. Determine the deflection, in mm, at the free-end C. Use a = 6 m., E = 239 GPa, and I = 271 x10^6 mm^4. ROUND OFF TO THREE DECIMAL PLACES. USE STORED VALUES. INCLUDE THE SIGN OF YOUR FINAL ANSWER. (positive = upwards; negative = downwards) A a a
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please show complete solution. last 30 minutes left.. thank you!
B2
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Please read the instructions carefully! Solve for the deflection of the following beam using: 1. Double Integration Method 2. Area Moment Method 3. Conjugate Beam Method 4. Superposition Method Assume: Assume the beam is rectangular with b=462 mm and h=456 mm. P=34 kN, w- 9 kN/m, L=7m, E= 20 GPa. No need to write anything in the space below. Make sure to draw your beam showing the given load values and length, elastic curve, tangent lines and moment diagram by parts with complete labels, as required by each method. L/4 W IT LT + L/2 P 1/4/