Answered: a. Draw the FBD b. Determine the value…

Engineering

Civil Engineering

a. Draw the FBD b. Determine the value of P c. Determine the bearing reaction at A. D RA P. E 60° C 25" 14" 210 lbs 20

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 4. Calculate the principal stresses at points A and B for the bracket shown. The bracket is lin…

Q: Determine the magnitude of the pin force a Assume W = 895 lb, a = 4.8 ft, b = 3.3 ft, r = r W C…

Q: Determine the Principle stresses at foint A using Mohris Circle. A 7,5m 1.5m 3 m 300 mm. 100m…

Q: A 30 mm diameter solid steel shaft supports loads P = 3400N and Q = 580O N as shown. Assume L = 600…

Q: EATWORK 2: The maximum shear stress allowed in Pin B is 70 MPa. Compute for the minimum diameter of…

Q: < 250 mm A D P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars…

A: E=2G(1+μ)μ=E2G-1 GIVEN E=205GPa G=82GPa NOW USING ABOVE FORMULA μ=2052x82-1 μ=.25

Q: Link AB is to be made of a steel for which the normal stress is 310 MPa. Determine the…

Q: LA L2 a= 0.6 m ............... -2.0 m b= 1.0 m. Center of gravity of plate Steel plate (2.5 × 1.5 ×…

Q: 0,3in? 0.4in2 3P 2P + - 2P A Find the allbwable safe P if the stresses in the the following: AB = 50…

Q: Determine the smallest allowable diameter of the shaft. The shaft is supported by a thrust bearing…

Q: 1. The homogeneous 6-m bar AB in the figure is supported in the vertical plane by rollers at A and B…

Q: Calculate the principal stresses at points A and B for the bracket shown using Mohr's circle.. The…

A: Given:- P=9000lbs angle=30 degree To find:- principal stresses at A and B

Q: An angle bracket having a thickness t = 0.75 in. is attached to the flange of a column by two…

A: Given values: Angle bracket attached to flange of column by bolts. Bolt size: 5/8 in. diameter (2…

Q: Q5. Determine the resultant force on the Gusset Plate. -6 KN F-4 KN 888 888

A: Hi! Thank you for the question As per the honors code, We’ll answer the first question since the…

Q: The steel pipe is supported on the base plate as shown in fig (5).if the t=50mm and d=300mm…

A: Using formula to find bearing stress

Q: of 0.12 in. (a) If the allowable shear stress is 8000 psi, determine the largest torque that can be…

A: Given : Length = 6ft = 72 in Thickness = 0.12 in Radius = 0.12/2 = 0.06 in

Q: Given: Diameter of pin at B = 20 mm Required: Shearing stress of the pin at B 40 kN A 35° Pin at B…

Q: a) If olow 160 MPa, select the most economical metric wide- flange shape that should be used to…

A: Data given: σallow = 160 MPa Asked: Select most economical metric-wide flange shape Calculate Von…

Q: 1O KNIM 60 KN 20 KNIM 48KN m A Fixed Pin/hirge 8 m 12 m C (Roller)

A: ∑MB=0 12×10×12×23×12 + 48 - RC×12 + 60×18 = 0 RC = 134 kN ∑V=0 RA+RC= 20×8 + 12×10×12 + 60 RA = 146…

Q: Find the max. shear stress at section а......а, T = (MPa) Ilomm 7KN 25 KN A 4. Hoomm 2m 2m 2m lomn-…

Q: A truss tie consisting of 2 ISA 75 x 75 x 8 mm carries a pull of 150 kN. At ends the two angles are…

Q: The copper pipe (G - 7.000 ksi] has an outside diameter of 3.500 in. and a wall thickness of 0.125…

Q: A 1.750-in-diameter solid steel shaft supports loads PA = 280 Ib, Pc= 640 lb, and PE= 280 lb, as…

Q: The load on the bearing of a cast-iron bracket is 5 kN. The form of the section AB is given.…

Q: or the beam shown, determine the stress in each rod if the load P= 50 kN is applied. Bronze Steel…

Q: A square hollow steel strut with a wall thickness, ti = 10 mm is pin connected to two gusset plates,…

A: We will Divide Load by effective area to find stresses.

Q: 30KN A 60kN B 60KN C H 12.0 m 60kN DE G 30kN M tot 3.0 m

A: Method of section:- This method can be used to calculate the specific force in member of a truss.…

Q: The rigid pipe is supported by a pin at C and steel guy wire AB 10 mm in diameter E = 200 GPa and v…

Q: noment of the beam loaded shown. Use n=8. Calculate the compressive

A: consider figure for solution Applying compatablity condition at sopport B Deflection at sopport B =…

Q: Where is/are the location(s) of the maximum transverese shear stress? A simple I-beam is loaded as…

Q: Determine the magnitude of the pin force at A. Assume W = 845 lb, a = 3.0 ft, b = 2.0 ft, r = 9 in.…

A: We have to find the value of magnitude of pin force at A. Given data is W = 845 lb, a = 3.0ft, b 2.0…

Q: The load on the bearing of a cast-iron bracket is 5 kN. The form of the section AB is given.…

Q: 0.525 in. diameter solid steel shaft supports two pulleys. The shaft has a lengthe 2 lb. The bearing…

A: P=62lb

Q: X Your answer is incorrect. The copper pipe [G - 7,000 ksi] has an outside diameter of 3.250 in. and…

Q: he maximum allowable value of T considering the given maximum permissible angle of twist for the…

Q: Determine the magnitude of the pin force at A. Assume W = 640 Ib, a = 3.5 ft, b = 2.6 ft, r = 8 in.…

A: Step 1

Q: Calculate the factor of safety against the bearing capacity

Q: E 250 mm P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars (E=205GPA,…

A: E=2G(1+μ) GIVEN E=205GPa G=82GPa by formula 205=2X82 (1+μ) μ=1.25-1=.25

Q: If the 5kg block is suspended from the pulley B and the sag of the cord is d 0.15 m. Draw (FBD) and…

Q: A 3 470 B

Q: ever beam AB is loaded as shown in the ure and the beam is supported with a cable BD. me beam's…

A: solution- Free body Diagram (FBD)- sinθ =75195cos θ = 180195

Q: The bent bar structure ACDE is supported by ball-and-socket joint at A and E, and by the wire DF.…

A: T = 342.86N

Q: Q2 A 5 m-long and 7 m-wide rectangular panel AB is hinged at point B to prevent the wa flowing out,…

A: The given figure is shown below:

Q: A 1.000-in.-diameter solid steel shaft supports loads PA = 330 lb, Pc = 510 lb, and PE = 330 lb, as…

Q: Problem Set #2 - FRICTION 6 cm MN Newton P=0.3 3 cm Required: 1. The minimum value of s if you…

Q: Determine the stress in each of the two vertical rods if the temperatu °C after the load P=75 KN is…

A: According to given data

Q: Determine the disp of point B of the beam. Take I = 500 (106) mmª and E = 200GPA. 10 Ma P =0 12 KN/m…

Q: Q1: Knowing that the bracket AB has a uniform thickness of 5/8 in., determine the combined normal…

Q: 1500 N 1000 N/m 600 N/m 30 L0.9m 0.9m 0.9m 0.9m

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

a. Draw the FBD
b. Determine the value of P
c. Determine the bearing reaction at A.
D
P.
RA
E
60°
25"
C
Az
14"
210 lbs
-- -
20

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

265KN 1.75ml Cross Section K2,5m A75m 1ス5m thee Determine the Bending Stress at Sectlon D-D
The rigid beam is supported by a pin support at A and steel wires BD and CE (E-200GPA). The steel wires are 1cm in diameter. If the load P is 5kN and the weight of the beam is neglected, solve the deformation at wire BD. E 4 m +2m+2m -3 m O 0.417mm O 0.497mm O 0.329mm O 0.231mm
4-5 The A-36 steel rod is subjected to the loading shown. If the cross-sectional area of the rod is 60 mm², determine the displacement of B and A. Neglect the size of the cou- plings at B, C, and D. 60° 3.30 KN 2 kN D C B A 8 kN 60⁰ 3.30 KN 0.75 m 1.50 m 0.50 m 2 kN
to the forces of 50 kN and 80 kN, determine the state of str- 7-L d, The solid rod has a radius of 0.1 m. If it is subje point A. 8 m 10 m 80 kN 14 m В 50 kN
2. Determine the reactions in the supports and draw the shear diagram. siatb mSTgcib 18ode orlt mi soTA 2 k/ft 75 k A Ja IP . -15 ft--15 ft- 30 ft- n oinbim to a ebim oris i BOTA+S 31 E = constant + 0001) t di 8T.00.
lho H.W.2: 1,200 mm The load P produces an axial strain of -1,800 pe in post (2). Determine the axial strain in rod (1). (1) rigid plate 480 mm bare 1.5 mm 600 7. 100000\ 300 mm 300 mm 600 mm (2) S. 1,0 8 11 2,09 4 1, nd supported by two rods at A and- E naliad After load Pis applie
Calculate the maximum tensile and compressive stresses in the section of BC of the beam. 75 mm 75 mm Empedopre|72 -75 mm 150 mm 50 mm EN SAMA 00 kN B 1.0 m 60 kN -1.5 m-> rode D 1.0 m
The frame is subjected to a load of 5 kN which acts on member ABD at D. Determine the required diameter of the pins at D and C if the failure shear stress for the material is ty = 50 MPa. Pin C is subjected to double shear, whereas pin D is subjected to single shear. Use a factor of safety of 1.5. ||1m-+ 1.5 m- B A 5 KN 40° 1.5 m 1.5 m
F14-11. Determine the principal stresses at point A on the cross section of the beam at section a-a. -300 mm- IT 150 mm S0 mm 30 kN 30 mm
H.w:. Draw the Shar stress elistributiou for the beam Cross- Section shuwn. knowing that, Q 150 kN. --I 13 150 mm k loomm
O Find the reachon @ A ,B, C,D4 E hinge SOLVE ALSO THE ANGLE THAT THE RESULAT AT E MAKES WITH THE HORIZONTAL. In 100kl 2 3m
Determine the force in member IB. 100 kN H K F AC B. O Cannot be identified 0 150 kN O O KN O 50 kN O 100 kN