A cantilever beam of length L-6 ft supports a uniform load ofintensity q-131 Ib/ft and a concentrated load P-1,884 Ib.Calculate the required section modulus S if olow 20,000 psi.L = 6 ft

GIVEN DATA LENGTH 6FT=1.8288m udl 131 lb/ft=0.177612 KN/m point load 1.884 lb=0.00838045 KN

Answered: A cantilever beam of length L-6 ft…

A cantilever beam of length L-6 ft supports a uniform load of intensity q-131 lb/ft and a concentrated load P-1,884 lb. Calculate the required section modulus S if olow 20,000 psi. L = 6 ft

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: Calculate the ultimate moment capacity of a rectangular beam with b = 350mm, d = 540mm, A, =7- 28mm.…

A: Given, b=350 mm d=540mm As=7-28 mm f'c= 24 MPa fy=345 MPa

Q: A 4.5m simply supported T- beam shwon below carry a uniform Dead load=25 kN/m and Uniformly live…

A: Given: Span = 4.5 m DL = 25 kN/m LL = 15 kN/m fc = 21 MPa fy = 415 MPa ds = 10 mm cover = 50 mm…

Q: Situation #2: A properties: Width, b = 400 mm 415 MPa rectangular beam has the following Effective…

Q: 30MINS

Q: Find the maximum live load (P₁) applied on the beam shown below if f = 25 MPa and fy: = 400 MPa. 1.5…

A: it is design based question so we are assuming some IS code guidelines wherever it is required ...so…

Q: Determine the flexural stress at point A (in MPa) given that the bending moment applied to the…

Q: quarter points. The maximum live load deflection must not exceed L/240 1 Q3- The beam shown in…

A: To Find Select a W shape section that can resist live load. Given concentrated load = 90 kN = 20.232…

Q: Determine the maximum negative bending moments at point B due to a concentrated live loads of 50 kn…

Q: the rectangular beam given in figure below has been designed for flexure; design the necessary shear…

A: It is required to determine the factored load. wu=1.2DL+1.6LL=1.240+1.625=88 kNm It is required to…

Q: Find the maximum live load (P₁) applied on the beam shown below if f = 25 MPa and = 400 MPa. fy 1.5…

A: Given: fc = 25 MPa fy = 400 MPa b = 300 mm h = 500 mm stirrups = 10 mm Main bars = 2-#16 mm and…

Q: EX3: For the beam shown in the figure below. Find maximum allowable ve load(P)that the beam can…

Q: 2 kip/ft 6 in 10 in A B 16 in D. 40 kip 16 in 5 ft + 5ft - 10 ft- The simply-supported beam-column…

A: Given:- A beam is loaded with a uniform load and an axial load The intensity of the uniform load = 2…

Q: Know the load intensity of W in N/m.

Q: Solution por A and B?

A: (A) as per English unitsMaximum bending stress in beam is = 20.75 ksi (B) as pe metric unitsMaximum…

Q: Find shear force value under point load 10 Kn

A: Brief Introduction : The question is related with solid mechanics . In this question we have to find…

Q: An aluminum strut 2.00m long has a rectangular section 50mm by 30mm. A bolt through each end secures…

Q: Ex A bar ans: A13 X= 2-2 M The Smooth hari Zantel position planes in Find the distance X, as 1 kW…

A: Bar AB resting on two horizontal planes

Q: A floor system of a 100 mm concrete slab supported by continuous T Beam and has bw = 350mm, bf = 950…

A: To find - Value of As2

Q: 3. The beam and loading shown in figure below, is a simply supported beam with a span of 7.2 m and…

A: Given that :-a simply supported beam has following specifications :- a) span = 7.2 mb) the service…

Q: A simply supported beam is 4m long and has a load 200 kN concentrated at middle. The flexural…

A: A simply supported beam, Length = 4mConcentrated load at middle point = P= 200kNEI= 300MN-m² =…

Q: Given a 9.92 m built-up column pinned at the top and fixed at the bottom with the following…

Q: SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment…

Q: Use "Unit Load method" & Mueller-Breslau Principle Please Influence Lines for: MA VA MB V8 0.5L 0.5L

Q: A 150mm x 25mm wooden beam is reinforced with two 10mm thick steel plates on the top and bottom…

Q: Situation A. The beam is loaded as shown 500 N 800 N 1.0m

A: As there are two different questions (methods) are posted, according to the guidelines, only the…

Q: 1. Solve for the design flexural capacity of the beam shown below.

A: Flexural capacity of the doubly reinforced beam is given by .Mn = = 0.9We need to find a , As1 , d…

Q: Q1 // For cantilever beam shown in Fig. below if service live load = 72 kN/m, service dead load = 30…

Q: Rigid beam AB is supported by three bolts at A and a pin at B. The bolts at A are in double shear…

Q: A reinforced concrete beam has a width of 250 mm and a total depth of 450 mm. It is reinforced with…

Q: 1. A rectangular beam has b = 300mm, d = 500mm, As = 6-36mm diameter bars, fc' = 28.6 MPa, fy = 414…

A: Since the given question has multi parts therefore as per the guide lines only 1-3 parts are solved…

Q: 50KN 25KN G 6m B ANALYZE THE STRUCTURE USING CANTILEVER METHOD Compute: 1. Axial Load of CF 2.…

A: Given: a structure To determine :1)Axial load…

Q: A concrete beam has a cross sectional area of 275mm width and 150mm height for the upper flange.…

Q: largest load P that can be applied i cirod

Q: PROBLEM: Design the beam to resist the loads shown. Take fc = 9 MPa, fs = 124 MPa, n = 11, bar…

A: We have to design the beam according to the given data like Take fc=9 MPa, fs= 124 MPa, n = 11, bar…

Q: The I-beam section shown below is simply supported over a span of 6 m, what is the service uniform…

A: First we summarise the given data : Span = 6 m Beam weight = 12 kN/m d = 700 mm , f;'c = 21 MPa and…

Q: Lecturer. Mohammed Abdul-Jabbar Hassan. Reinforced concrete for third stage of Civil Engineering.…

A: Given: As=4000mm2 Effective Cover =75mm fc=25Mpa fy=400Mpa d=500mm b=300mm To Find: Maximum…

Q: A structural engineer has drawn the shear force diagram (SFD) for a beam as shown in figure below.…

A: SFD of the beam is:

Question

100%

A cantilever beam of length L-6 ft supports a uniform load of
intensity q-131 Ib/ft and a concentrated load P-1,884 Ib.
Calculate the required section modulus S if olow 20,000 psi.
L = 6 ft

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps

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

For the beam below, determine the following, assume EI is constant. What is MBA in k-ft? O Select the correct response: C 108 -72 72 2 k/ft -180 24ft
Title: Design of Beam in Flexure (WSD Method) PROBLEM: Design the beam to resist the loads shown. Take fc = 9 MPa, fs = 124 MPa, n = 11, bar diameter = 20 mm. Take b = d/2. Use WSD method. As (Gomm 20 KN lo Ka/m 8 KN/m 3m
Determine the design moment capacity of the reinforced concrete beam shown inFigure 1(a) if it is reinforced with 4-28-mm diameter in tension and 2- 16-mmdiameter in compression.
a beam b = 350mm h = 660mm is reinforced with 2- 28mm compression bars and 4- 36mm tension bar. concrete cover is 60mm from centroid of the bar, if The beam is subjected to a maximum service dead load of 230KN m. determine the maximum service live load the beam can carry. use fc = 21Mpa, fy = 345MPA Select the correct response: MII = 244.02KN-m MII = 390.43KN-m %3D MII = 666.43KN-m MII = 436.43KN-m
Qz- Find the, Critical load Pe using E=2x1ổ Pc Pery 4m
.ll Asiacell ? 12:33 PM @ 81% HW 4.docx HW4: - The Inverted T section of a L-m simply supported beam has the properties shown in Fig. (4). Find the flange width (b) so that the allowable stresses o ension max =30 Mpa and o compression max.=90 Mpa. 20 mm W KN/m L(m) b(mm) Fig( 4)
Q1: Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. RT 55 kN W = 24 kN/m u (D.L) Wa L.L) 15 kN/m 550 mm 2 m 250 mm 7 m
Please help me fast
span of beam af is 6 meters. Thank you.
How Determin # As for the beam show in figre (including self weight) (P=35 M²-i fy=420) well kN/m WL=24 K~/3 590 250 5m
Plz, solve this problem using Flexibility method and show all the steps one by one and draw SFD and BMD Structural Analysis-2
Question 29 The laminated beam, shown in cross section, is composed of ?ve 6- in. by 2-in. planks that are glued together. The beam carries a uniformly distributed load of intensity we over its 8-ft simply supported span. If the working stresses are 75 psi for shear in glue, 90 psi for shear in wood, and 8ø0 psi for bending in wood, + 6 in. 1. determine the maximum allowable value of we so that the shear stress in the wood is not exceeded. A. 900 lb/ft C. 833 lb/ft determine the maximum allowable value of we so that the shear B. 555 lb/ft D. NOTA 2. stress in the glue is not exceeded. A. 900 lb/ft C. 833 lb/ft B. 555 lb/ft D. NOTA 3. determine the maximum allowable value of we so that the bending stress in the wood is not exceeded. А. 900 lb/ft В. 555 lb/ft C. 833 lb/ft D. NOTA 5 @ 2 in. = 10 in. –