Solve the horizontal and vertical reaction of the following beam structure. 3.)12 Ib/ft6 Ib/ft10 Ib3 ft8 ft8 ft12 ft4 ft- hinge1200 kN/m4.)2300 kN1m2.5 m3 m3 m2300 kN900 Ib/ft5.)2.5 kips400 Ib/ft10 ft18 ft

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Answered: 1200 kN/m 4.) 2300 kN 1 m 2.5 m 1m 3 m…

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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Draw the shear and moment diagrams of the following beams by semi-graphical method. Write the shear and moment ordinates on the graph itself and also indicate the degree of the curve at every segment of the shear and moment diagrams
Angle of twist at E, zit Torque at F is 107 Nm, G-210 GPa and J-79531 88 mm 4 Power at F= 2000 MW angular velocity, w = 200 rad/s AB=BC= 1000 mm DE = 500 mm EF=CG= 2000 mm 50 mm 30 mm D 35 mm T A Oa 1197 48 rad Ob 1197483 33 rad OC 74.84 rad Od 598.74 rad B 125 mm
Which of the following equations is CORRECT? All symbols carry their usual means. v-² 30(+G) (V in;t in Sec; a & g in a) SSD (ft) = Vt + b) SSD (ft) = 1.47V A c) ELat x = ELat svc + G₁x + + x² 2L p² d) SSD (ft) = 1.47Vt + (V in mph; t in Sec; a & g in). (+6) p² 30(±G) (V in;t in Sec; a & g in ¹)
please explain explain why for x we are using -cos60sin 45 for y cos60cos45 etc
2. For the circuit below: | + V2 10 V + V1 - ww R2 20 a. Calculate I4 b. Calculate I₁ c. Calculate V2 d. Calculate V₁1 ли R1 ww R3 70 14 + R7 R4 R6 80 8 Ω Va C 3 Ω 00
find out F, KN F23 f13 f16
Situation 7: A C5x9 has a length of 1.40 m. Fy = 248 MPa. The properties are given below. Properties of C - Channel with L = 1.80 meters. A = 1700 mm^2 d = 127 mm bf = 48.0 mm tf = 8.13 mm kdes 19.1 mm tw = 8.26 mm rx = 46.7 mm ry = 12.3 mm Cw= 0.787 x 10^9 mm^6 ro = 53.3 mm H = 0.815 J = 45.4 x 10^3 mm^4 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if support conditions are fixed at one end and the other is pinned? O 219 KN O 201 KN. O 233 KN O 245 KN
Estimate volume of a- beam1 b-beam2 c-beam3
Within few minutes
Situation 6: AC3x35 has a length of 1.40 m. Fy-248 MPa. The properties are given below. Properties of C - Channel with L-1.40 meters. A-703 mm^2 d = 76 mm bf - 34.8 mm tf-6.93 mm kdes - 17.5 mm tw - 3.35 mm rx - 30.5 mm ry - 10.0 mm Cw-0.0741 x 10^9 mm 6 ro 39.90 mm H-0.646 J-9.41 x 10^3 mm 4 1. Which of the following most nearly gives the axial capacity (Pu) considering Flexural Buckling if support conditions are both are pinned? 56 KN O 48 KN O 77 KN O 65 KN
PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE COMPRESSION OR TENSION) o FG o FC GH CH
Please answer well

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1200 kN/m 4.) 2300 kN 1 m 2.5 m 1m 3 m 3 m 2300 kN