solve with soln pls, need now For the given concurrent forces,determine the value of Force F3 andAngle 0 if the resultant is 120KNhorizontal to the right.70KN3F331-35. Value of Force F3 =%3D36-40. Value of Angle 0 =%3D

Given data in question Point forces Angle Resultant force To find out F3 Angle of inclination

Answered: For the given concurrent forces,…

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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pls help! Write the complete solutions and legibly. Answer in 2 decimal places. UPVOTE WILL BE GIVEN! MECHANICS OF DEFORMABLE BODIES Let Q = 0 and T = 8 (Example: 12Q°C = 120°C). Just substitute the number in letter. Thank you! For the frame shown, a 4QQT-N load is acting on member ABD at D. If the allowable material shear stress for is 4Q MPa, determine the required diameter (rounded off to the nearest 2.5 mm) of the pins at C and D. Pin C and pin D are subjected to double shear and single shear, respectively. If the thickness of member BC is 12 mm and that of member DE is 16 mm, determine the maximum bearing stress at C.
Calculate the force on element BF. Establish if it is in tension or compression.
Need only a handwritten solution only (not a typed one).
Please explain how they got these values along with the steps used to find them.
Problem 2: A beam is made of four rectangular boards nailed together as shown. Note that the nails at C are aligned horizontally, while the nails at D are aligned vertically. Each nail can support a shear force Fs = 100 lb, and the entire beam cross section is subjected to an internal shear force V = 710 lb. (a) Determine the maximum spacing, s, for the horizontal nails. (b) Determine the maximum spacing, s', for the vertical nails. in. 10 in. A 10 in. BL 1 in. KE 1.5 in. 1 in. 2 in.
Hand written please
Determine: 2Z1 + 5Z2 show solutions with steps asap
Determine the force in each member of the loaded truss. The force is positive if in tension, negative if in compression. AB= 31° 59 Answers: BC= 10 B 218 kg i 1870 AC = i -1870 i -1120 N Z Z Z N N
For the beam shown, derive the expressions for V and M. Neglect the weight of the beam
solve the fixed-end moment of the beam shown below using CONJUGATE METHOD. show the step by step solution/ derivation
Completely solve. WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS. Draw the load and the bending moment diagrams. Assume no couples are applied to the beam.
Can you help me with my homeowrk?

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For the given concurrent forces, determine the value of Force F3 and Angle 0 if the resultant is 120kN horizontal to the right. 70KN 4 F3 31-35. Value of Force F3 =