For the given simply supported beam: If P=84 N/m, W=84 N/m, L1=7.93 meter,L2=1.33 meterAL1L2Calculate the vertical reaction at A.

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Answered: For the given simply supported beam: If…

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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A steel beam having a simple span of 8 m is subjected to a counterclockwise moment at the left end and 25% of M (counterclockwise) at the right end. The steel section has the following properties. b₁ = 0.210 m Sx = 0.00206 m³ r₁ = 0.053 m tr=0.016 m Fy = 248 MPa d = 0.533 m a. Determine the maximum slenderness ratio which the beam would be considered long. b. Compute the allowable bending stress. c. Compute the moment at the right end. FA137
Please answer the situation 1 only
Problem Statement- Given the Simply-Supported Beam shown below with: - Service DL = 24 kN/m including the self-weight of the beam & Service LL = 16 kN/m Span of the beam is 7.5 m to the center of the columns (columns are 0.5 m x 0.5 m) Top, bottom, and side covers to center of steel = 50 mm The beam cross-section is rectangular with b = 350 mm & total depth h = 550 mm Reinforcement is 5 ¢ 25 at the maximum moment location Compression steel 2 o 19 (top cover = 50 mm) Use f'= 21 MPa & = 420 MPa SLL = 16 KNm SDL = 24 KN/m 7.5 m (1) Check if the flexural Strength is adequate: analyze as doubly-reinforced beam be (2) Design the beam for shear and show you final design details neatly; use o10 stirrups ( (3) Calculate the required development length of the No. 25 bars (the bars are not epoxy-coated, normal weight concrete, take (Ctku da) = 2.0, & then check at what location from the beam centerline 3 of the 5 bars can be cut-off (4) Calculate Ie & and check if the floor beam meets the ACI…
A 7.0 m simply supported rectangular beam has a width of 450 mm and a depth of 850 mm. Supports, in addition to its own weight, a 40 kN/m dead load and a 35 kN/m live load. Knowing that fc' = 21 MPa and fy = 420 MPa, Find the required area of steel to support the applied loads.
A cantilever beam of length supports a uniform load of intensity and a concentrated load. Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. Weight Area Depth per foot lb In² in W8X35 35 10.3 8.12 W8X28 28 8.25 8.06 W8X21 21 6.16 8.28 W8X15 15 4.44 8.11 Web Thickness in 310 0.285 0.250 0.245 Flange I S Width Thickness In in 8.020 6.535 5.270 4.015 0.4 0.465 0.40 0.315 q=200 lb/ft inª in³ 127 31.2 98 24.3 75.3 18.2 48 11.8 L=6 ft- P <<= 2500 lb
ISMB500 section
please answer situation 3 only
A beam shown carries a spandrel loading throughout its entire span. Determine the following: (Use Conjugate Beam Method) 480 Ib/ft E = 29,000 ksi | = 2140 in' 2° A 16ft 10ft Required: 1. Deflection midway between the supports 2. Deflection at the overhang side 3. To prevent excessive deflection at the overhang side, what point load "P" must be apply at the overhang side to eliminate the deflection at the overhang side?
PLEASE ANSWER ALL OF THIS QUESTION ASAP!!!
Draw the VM diagrams of the given frame. Show all your complete solutions. The lower left support is roller support, while the lower right is a fixed support.

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For the given simply supported beam: If P=84 N/m, W=84 N/m, L1=7.93 meter, L2=1.33 meter