Cantilever beam is rectrangular in section having (80 mm width) and (120 mm depth). If the cantilever is subjected to a point load of (6 kN) at the free end and the bending stress is not to exceed (40 MPa), find the span of the cantilever *.beam 6 kN 120 mm 80 mm

Cantilever beam is rectrangular in section having (80 mm width) and (120 mm depth). If the cantilever is subjected to a point load of (6 kN) at the free end and the bending stress is not to exceed (40 MPa), find the span of the cantilever *.beam 6 kN 120 mm 80 mm

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: 2 - For beam I with distributed and concentrated loads, determine: a)The maximum shear stresses…

A: The FBD of the beam is shown below: Taking equilibrium equation: The SFD of the beam is shown…

Q: # 3: Analyze the beam 6 kN 1 kN/m 3 KN shown in beam below and draw the bending moment and shear…

A: The loads acting on beam are given . Note According to the company rules i am able to answer first…

Q: ch material at point H, which is located at a distance of a - 1.4 in. above the zo

A: data we have b = 1.1 in d = 6.0 in t =0.50 in ∈1 =2200 ksi∈2 = 28000 ksi Moduli ratio m = ∈2∈1…

Q: - The axial stresses due to bending and axial loads Shear stresses - the principal stresses and…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

Q: steel beam of I cross-section is simply supported on a span of 4m. Find the safe uniformly…

A: Given:- Span = 4m Simple Supported beam Tensile stress = 35N/mm2 To find:- w, δmax compressive

Q: Given: Consider the floor frame below supports a 6-in. concrete floor. Assume the beams and girders…

Q: A 22.5 lb/ft ↓↓ 5.0 ft C 250 lb B 0.617 in. 2.269 in. Ⓡ -3.0 ft-

A: given- a cantilever beam carrying UDL and concentrated load and having maximum tensile stress 4ksi…

Q: Q- A simply supported rectangular beam having span 5m is subjected to a central point load of 50 kN.…

A: Given- Span=5 m load=50 kN Stress=220 N/mm2,

Q: Question 14 Beam A-B-C-D is a W360x79 with a modulus of elasticity of 200 000 MPa. It has hinge…

Q: The T-Beam shown is to resist a factored moment of 1500 kN.m. Design the tension steel requirements…

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: Solve the problem below using method of section. Indicate if it’s compression or tension

A: Step 1: Step 2: Step 3:Step 4:

Q: A steel beam of I cross-section is simply supported on a span of 4m. Find the safe uniformly…

A: Consider the free body diagram;

Q: The rod PQ of length L and with flexural rigidity El is hinged at both ends. For what minimum force…

Q: A concrete circular column with a radius of 350mm has f'c-25 MPa and is braced against sidesway. The…

A: Critical load The critical load is the maximum load that may be applied without causing lateral…

Q: a. Nominal moment capacity of the overhanging portion of the section. b. Depth of the compression…

A: Solution: Givendata: bf = 750 mm tf = 50 mm d = 750 mm bw = 350 mm Mu = 816 kN.m fc' = 20.7 Mpa fy =…

Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…

A: Net power output =280 MW. Pressure ratio of the gas turbine cycle =11 Air enters the compressor at…

Q: stress Oy in ksi). Both ctor of safety of FS = N te shear failure. De - See table to comp

Q: 1-2-8 The four struts at A, B, C, and D all have the same cross-section. Find the minimum diameter…

A: Given:- Ultimate normal stress=58 ksiFactor of safety=3 To find:- Minimum diameter

Q: 3-3 A rectangular section with width b=200mm and depth h=450mm is reinforc with 4 16 of HRB400. The…

A: Width (b) = 200 mmDepth (h) = 450 mmReinforcement of concrete = 4 -16 diameter HRB400Design Moment…

Q: Wo Q3. Prove that the stress of beam under bending moment is My I /2 /2

A: Consider a beam of length "l", bent in the form of a circular arc as shown in the figure. Consider…

Q: Steel Design Two channels having the given properties shown is placed at a distance of 300 mm to…

A: Compression members are structural elements primarily subjected to axial compressive forces and…

Q: The given frame is unbraced, and bending is about the x axis of each member. The axial service loads…

A: Dead load (PD) = 908 KNLive load (PL) = 1816 KNYield strength (Fy) = 350 MPa ≈ 50.76 ksiMoment of…

Q: Design for the circular section the maximum uniformly distributed load

A: Given:- Allowable bending stress, σall=14 ksi=2016000 lb/ft2Allowable shearing stress, τall=8…

Q: A cantilever beam AB of length L = 6.5 ft supportsa trapezoidal distributed load of peak intensity…

A: Given:- L=6.5ft σallow =18 ksi τallow = 7.5 ksi To find:- the maximum permissible load q based…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

A: Given data, Inclination angle with horizontal = 30° Tensions stress = 5 Mpa Shear stress = 3 MPa…

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: ght is 15 kips/ft with Live load / Dead load ratio equals to 2. The beam is to be supported on RC…

A: According to given data Bearing plate is design to distribute the reaction of W12x65 with a span…

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

A: The values and diagram given in the question are as follows: The permissible stress in…

Q: A horizontal tension member is to be constructed of two pieces of plastic glued along the incline pq…

Q: A WT305 x 41 standard steel shape is used to support the loads shown. Assume w = 52 kN/m, LAB = 2.0…

Q: Determine the safe span (in m) that a 100 x 150 mm purlin would have if it has a spacing 800 mm on…

A: To find out the safe span of purlin to carry load of 60 Pa and wind load of 1.4kPa.

Question

Cantilever beam is rectrangular in section having (80 mm width) and (120 mm
depth). If the cantilever is subjected to a point load of (6 kN) at the free end and
the bending stress is not to exceed (40 MPa), find the span of the cantilever
*.beam
6 kN
120 mm
80 mm-
1.48 m
1.28 m
2.56 m O
2.10 m O

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

Trending now

This is a popular solution!

Step by step

Solved in 4 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

If you don't know the solution please leave it but don't give me wrong solution.
A built up section of A992 steel, F, = 345 mPa is made from plates fully welded together. The flanges consist of PL16X380 and PL12X500 for the web. Use the NSCP 2015 specifications. PL16x380 WL = 1.5wp %3D A Wu = 3.6wp 10m Which of the following best gives the maximum service dead load, wp? 40.2 kN/m 26.8 kN/m O 10.8 kN/m O 96.6 kN/m PL12x500
5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL-65KN and LL= 1OOKN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPA. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section. A = 6645 mm2 Zx- 839x10^3 mm3 d- 317.50mm Sx- 747x10^3 mm3 tw= 7.62 Rx= 133.35 bf= 166.62 ly= 10x10^6 mm4 tf- 13.21 Sy= 122x10^3 mm3 Ix= 119x10^6 mm4 Ry3 39.12mm 3.5 Note: Use C=D1.00%--0.2
3-3 A rectangular section with width b=200mm and depth h=450mm is reinforced with 4 16 of HRB400, The design bending moment is M=100KN •m. Is the section safe or not? F00
Solve it.
Please solve question c
Question 6: Determine the LRFD design compressive strength for the shown built-up compression member composed of 2 channel (MC) sections welded to a plate. The effective buckling length of the member (KL=21 ft 2 in). Use steel with F, = 42 ksi. PL를X 12 KL = 21 A 2 in F, = 42 ksi Hint: Use parallel axis theorem to find moment of inertia about x and y axis. MC 13 x 50
A bracket of length 1.5m is rigidly attached to the simply-supported beam at its end. The beam is subjected to the combined effect of M,, M, and compressive force P caused by the factored loads as shown. There are lateral supports only at the ends. The member is made of HE300A section and steel grade is S275 (Fy-275MPA, Fu= 430 MPa). The loads acting are determined from LRFD combinations. Determine whether the member can safely carry the applied loads. Multiply first-order moment diagrams by a factor of 1.2 to account for second-order effects. No need to check shear limit state. You do not need to additionally consider the beam self-weight. E Use the following simple expression to calculate the value of L:: L, = T*rts 0.7*Fy y P = 400kN 1.5 m F = 150kN 2 т 4 т X: Lateral support НЕЗ00А
please help