6-1For the rectangular beam shown in Fig. P6-1,(c) Sketch, on a drawing of the beam, the inclinedcracks that would develop at A, B, and C.(a) Draw a shear-force diagram.(b) Assuming the beam is uncracked, show the direc-tion of the principal tensile stresses at middepthat points A, B, and C.10 kips10 kips1 kip/ftAB6 ftto7.5 ft7.5 ftFig. P6-1

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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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In the figure below, the centroid (ỹ) of the triangle with respect to the centroid of the rectangle is: 4m a. Below the rectangle b. Above the rectangle c. In the same level d. None of the above - 8m 12m
PROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3
a.) what is the distance between the stadia hairs on the instrument scopeb.)What is the instrument stadia constantc.)What is the Horizontal distance between point A and B d.) What is the vertical distance between point A and B e.) What is the slope distance between the center of the instrument to the middle reading at the rod
III Complete the horizontal angle measurement note Result Reviewer Sight Reading Angle Face to 11 A 39 00 L 15 30 30 R 195 30 30 A R 180 39 12 A R 270 40 00 C R 285 30 54 L 105 31 06 A L 90 39 54 Mean
3) The following table contains a set of measured levels for an open traverse Station CP1 (BM) 1a 1b CP2 2a 26 CP3 BS IS FS 1.430 3.370 2.010 1.010 2.980 1.410 0.400 0.670 RL 277.650 Find the RL values and do a checking i) use RISE and Fall Method ii) use Method of Height of Plane of Collimation<
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty
These are objectives questions so answer ASAP and correct with explanation
Q.4. arithmetic check. Write your calculations in detail and fill the table. The units of readings in the table are meter (SI system). Please calculate elevations in the stations given in the table and show the Station BS FS H.I. Elevation ВМА 2.16 500.00 ТР 1 3.24 1.13 ТР 2 3.14 1.07 ТР 3 2.59 1.67 BM B 1.39
Do the following for each beam. Using the method of sections determine the shear force and bending moment equations for each region of the beam. Then show the shear force and bending moment diagrams properly labeled. Note that x 0 is always at the left end of the beam and is positive to the right! 1.
B: Write down all the necessary steps to draw below shape using AutoCAD (Select Any Start Point and draw all Circle with respect to Circle A)) Ø160 Ø50- Ø80 Ø 30 X6 Holes A Ø220 Ø200
200 N 825 i 400 N 825 mm 1800 min 200 N 1650 mm 250 N 350 N

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10 kips 10 kips 1 kip/ft 7.5 ft 7.5 ft 6 ft