The simply supported bean consists of a W21 x 44 structural steel wide-flange shape[E = 29,000 ksi; I = 843 in.4]. For the loading shown, determinethe beam deflection vg at point B. Assume MA = 179 kips-ft, w = 5.8 kips/ft, LaB = 6 ft, Lec= 12.5 ft. MA B LAB LBC in. Answer: vg = i

The simply supported bean consists of a W21 x 44 structural steel wide-flange shape[E = 29,000 ksi; I = 843 in.4]. For the loading shown, determinethe beam deflection vg at point B. Assume MA = 179 kips-ft, w = 5.8 kips/ft, LaB = 6 ft, Lec= 12.5 ft. MA B LAB LBC in. Answer: vg = i

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: le Choice 2.92 mm 1.84 mm 2.31 mm 3.76 mm +x

Q: Assume Ma = 299 kips-ft, w = 3.7 kips/ft, LaB = 6.1 ft, Løc = 12.6 ft. MA B LBc LAB in. Answer: Vg =…

Q: 1 m column pinned at the top and MPa. Use NSCP 2015

Q: Pkips P/2 kips 10 ft 10 ft to 10 ft 10 ft El = constant Figure 5

A: MFAB=-wl8=-(38)(20)8=-90kipMFBA=+wl8=+90kipMFBC=-wl8=-18(20)8=-45 kipMFCB=+45 kip Restraining…

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…

A: L

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I…

Q: The ratio of the maximum deflections of a sim ply supported beam with a central load w and of a…

Q: a) Calculate the reaction force In the beam subjected to loads in the figure, at point B.

A: Note:-“Since you have asked multiple questions, we will solve the first question for you. If you…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I…

Q: 30MINS

Q: yc = PL 0A- A EI (b) the slope at end A. 10 For the beam and loading shown, determine (a) the…

Q: Find the Beam Design Moment Strength. 250 - 19.5 30 100 20 100 100 50 50 46 -75- -40 311512.7 29.8…

A: Given data:- Characteristic strength of concrete, f'c = 55 MPa Yield strength of steel bar, fy = 400…

Q: The cantilever beam shown in figure (2) supports the roof of a workshop shed "no-ceiling". Design…

A: l = 18feet = 216inch w = 1.3 + 2.7 = 4kip/ft M = wl2/2 = 4 x 182/2 = 648 kip-ft Let the material be…

Q: Determine deflection at free end. P=50 KN L=10 m E=200 GPa I=500*1000000 mm4 |A B L-

Q: The simply supported beam consists of a W21× 44 structural steel wide-flange shape [E = 29,000 ksi;…

A: Given data: E=29000ksiI=843 in4EI=24447000 k.in2EI=24447000122 k.ft2EI=169770.8333 k.ft2

Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…

Q: A beam is loaded as shown, with a force P = 300 N and length L = 1.25 m. The material is steel AISI…

A: P = 300 N L =1.25 m CROSS SECTION = 15 mm by 15 mm TO FIND : REACTION , MAXIMUM BENDING MOMENT,…

Q: 01. Consider the beam cross section shown below: = 3 in? = 60 ksi = 3 ksi = 7.5V(Sc) = 7.5v(3000…

A: As the beam specifications are given: As=3 in2 fy=60 ksi fr= 7.53000 psi=0.41 ksi Es=29000 ksi…

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I…

Q: he simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I…

A: Given a simply supported beam consists of a W530 × 66 structural steel wide-flange shape. it is…

Q: Probelm- Structural Analysis A cantilever beam AB as shown in figure is subjected to a point load of…

A: Given data- A cantilever beam- Point load P=12 kN=12,000 N Span of beam L=6 m=6000 mm, E=2×105…

Q: The steel block shown in is subjected to a compressive force on all directions. Determine the change…

A: Given that: E=210x103 N/mm2 μ=0.28Change in length of y-direction,…

Q: Deflection Given: the beam cross-section shown have the following cross-sectional properties f'c…

A: Gross moment of inertia(Ig)Critical internal moment(Mcr)Maximum service load(Ma)Critical moment of…

Q: The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I…

A: Deflection: The vertical distance displaced by the member under the application of load which is…

Q: Can you please help me solve this problem the answer is posted below and it’s a homework question

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

Q: The cantilever bearn consists of a rectangular structural steel tube shape [E -29,000 ksi; I- 1640…

Q: A section is given below. The beam has a span of 4m with Fy= 250 MPa. Compute for the following: a.)…

A: Answer (1) Calculation of yield Moment capacity of beam We know that yield Moment capacity of beam…

Q: X Incorrect The simply supported beam consists of a W14 × 34 structural steel wide-flange shape [E =…

A: Given data: E=29000 ksiI=340 in4EI=29000×340 k.in2EI=29000×340 k.ft2144EI=68472.22222 k.ft2

Q: * Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V…

Q: ply supported beam consists of a W21 × 44 al steel wide-flange shape [E = 29,000 ksi; / sume that…

Q: The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa;…

A: Given- a simply supported beam carrying UDL and point load Required-To determine deflection at C.…

Q: Current Attempt in Progress The simply supported beam consists of a W24 x 94 structural steel…

Q: he final answer that i

Q: Rigid member ABCD shown here is used to support a 2 kN weight. This member is 6-m-long. Steel (E =…

Q: The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: The simply supported beam consists of a W21 × 44 structural steel wide-flange shape [E = 29,000 ksi;…

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I…

A: Given data: MA=285 kN-m w=135 kN/m p=160 kN MD=185 kN-m LAB=3.8m LBC=1.9 m LCD=2.9 m E=200 GPa…

Q: For the beam and loading shown, determine (a) the deflection at C, VC- PL EI (b) the slope at end 4.…

A: Given :

Q: The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1540…

Q: Determine the ultimate moment capacity of the beam shown using this data: b = 900 mm = 100 mm d =…

A: The given data is shown below: bf=900 mmt=100 mmd=450 mmAs=9852 mm2bw=300 mmfy=276 MPaf'c=28 MPa

Concept explainers

Planar Stresses

Question

100%

The simply supported bean consists of a W21 x 44 structural steel wide-flange shape[E = 29,000 ksi; I = 843 in.4]. For the loading
shown, determinethe beam deflection vg at point B.
Assume MA = 179 kips-ft, w = 5.8 kips/ft, LaB = 6 ft, Lec= 12.5 ft.
MA
B
LAB
LBC
in.
Answer: vg =
i

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

USE NSCP 2015
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 x 10^6mm^4]. Determine (a) the beam deflection at point A. (b) the beam deflection at point C. Assume P = 30 kN, W = 59 kN/m, LAB = 3.2 m, LBC = 3.2 m, LCD = 3.2 m, LDE = 1.6 m.
PLEASE ANSWER ASAP THANK YOU
Topic: COMBINED STRESS - STEEL DESIGN
The simply supported beam consists of a W24 × 94 structural steel wide-flange shape [E = 29,000 ksi; I = 2,700 in.4]. For the loading shown, determine the beam deflection at point C.Assume P = 39 kips, w = 2.7 kips/ft, LAB = 13 ft, LBC = LCD = 7 ft.
Problem 2 A loaded cantilever beam is shown. E=29,000 ksi. The W16 section that will limit the total load deflection at the free end of the beam, B to 0.75 in. is most nearly: WD = 0.5 k/ft WL = 1.0 k/ft PD= 2 k B PL = 4 k Answer: W16 x L = 12 ft %3D
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I = 370 x 106 mm*). For the loading shown, determine the beam deflection vc at point C. Assume P = 56 kN, w = 22 kN/m, Lag = Lsc= 2.9 m, Lco = 2.9 m. LAB LBC LCD Answer: Vc= mm.
Determine the shear value when x = 6m (from the left) for the beam shown Where: P1 = 61kN; P2 = 42kN; W1 = 15kN/m; W2 = 24kN/m 4 m P1 P2 TITT w2 42 m² 4 R₂ R₁ 2m A CO EU 5 m W1 3 m E
Q1: A simply supported reinforced conerete beam has a cross-seetion as shown in the Figure 1. Using Working Stress Method to calculate maximum load (Wmax.). (Neglect self-weight), use fe=21 MPa and 6=420 MPa Wea 40 25 2m 6m- + 300 mm Figure 1 ك إضافة ملف
Determine the maximum safe service live load that the beam can carry if the service dead load is 12 kN/m including the beam weight and based on the capacity of the beam section shown. Use fc'=40 MPa and fy=415 MPa. Top bars are 6-32mm and bottom bars are 3-28 mm, center to center distance between the bar layers is 108mm. 70 mm 108 mm 352 mm 7.2 mm 6.7 mm B A 70 mm 300 mm
pdf - Adobe Acrobat Reader DC (32-bit) in Window Help Timothy A_Philpot. Bending stress H.W. x C 다 1 /2 111% b, H.W 1 A beam is subjected to equal bending moments of M, = 45 kip ft, as shown in Figure 1a. sions (Figure1b) 6.0 in., bz = 3.0 in., and dz = 2.0 in. Determine The cross-sectional dimen- are b1 = 7.5 in., d = 1.5 in., b2 = 0.75 in., d, = K (a) the centroid location, the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. State whether the normal stress at H is tension or compression. (c) the bending stress at point K. State whether the normal stress at K is tension or compression. M. d b, M. d (d) the maximum bending stress produced in the cross section. State whether the stress is tension or compression. FIGURE 1. a FIGURE 1.6 H.W 2 A steel tee shape is used to support the loads shown on the beam in Figure 2 a. dimensions of the shape are shown in Figure 2 b. determine: The Consider the entire 24-ft…
Need help asap pls.