Consider the overhanging beam shown in the figurebelow. (Elguce 1)Part AIf d = 500 mm, determine the absolute maximum bending stress in the beamExpress your answer to three significant figures and include the appropriate units.O max ValueUnitsSubmitReauentAnnwerProvide FeedbackFigure1 of 1125 mm25 mm12ANAN m75 mm75 mm

Answered: Image /qna-images/answer/5c79b40a-42b2-4af0-a4a2-4ef829d1b84d.jpg

Answered: 125 25 mm/25 mn 12AN SAN 75 25 mm

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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(plus sights) BS (+) Station HI BMA 6.87' 1031.19' TP1 4.98' TP2 7.43' TP3 0.98' TP4 4.57' TP5 8.20' трь 3.65' TBMX 8.52' TP7 2.22' TP8 7.04' TP9 4.74' TPID 3.68' ΤΡΙ 5.90' BMA Σ = (minus sights) (minus sights) FS (-) IFS (-) 5.32' 6.27' 2.84' 8.34' 3.76 6.52' 5.97' 5.89¹ 4.63' 2.39' 6.00⁰ 8.27 2.60' Check: Misclosure: Permissible Misclosure: Adjustment: Elevation 1024.32 102398 Published Information for BM 303- elevation = 1024.32' (NAVD88) Fieldnote information: BS on BM 303 = 6.87' FS on TP1= 5.32' BS on TP1 = 4.98' FS on TP2 = 6.27' BS on TP2= 7.43' FS on TP3= 2.84' BS on TP3= 0.98' FS on TP4 = 8.34' BS on TP4 = 4.57' FS on TP5= 3.76' BS on TP5= 8.20' FS on TP6= 6.52' BS on Tp6= 3.65' FS on TBM R22 = 5.97' BS on TBM R22 = 8.52' FS on TP7 5.89' BS on TP7= 2.22' FS on TP8= 4.63' BS on TP8 7.04' FS on TP9 = 2.39' BS on TP9 = 4.74' FS on TP10= 6.00' BS on TP10 = 3.68' FS on TP11 = 8.27' BS on TP11= 5.90' FS on BM 303 = 2.60'
I want to clarify what is that symbol?
1. You are traversing along a centerline, (S 45° 00' E), at Station 1+50, you establish a BC, for a curve with R = 400', Delta = 50°, which is concave to the north, and then transitions into a compound curve, also concave to the north, with R = 300', Delta = 40°, which sets an EC for this configuration. Determine the T1 and T2 from the attached Exhibit A sketch. Show your work on Exhibit A, show your answers here.
: Egbob| Q/Find The (FEM) 30 QlFin d The CEEM) (6-89 3 It 12
Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y H REINFORCEMENT DEP TH MARK TYPE mm mm mm SHORT LONG mm F-1 1000 1000 300 8-12mmø 8-12mmø 1200 CENTER F-2 900 900 300 7-12mmø 7-12mmø 1200 CENTER F-3 800 800 300 6-12mmø 612mmø 1200 CENTER estimate the number of 6m length D12mm for 6 sets of F-1. Your answer
Find RDx
ضحهقهصكسنتلوؤزذ
Determine the approximate axial forces, shears, and moments for all the members of the frames by using the portal method.
Find FE, FC, FB
Draw the axial, shear, and moment diagram for the frame below. Also sketch the qualitative deflection curve for the frame. Upload your solution in the dropbox. Make sure to show all your work. 15 ft 15 ft 25k A 10 ft –12 k 12k – 10 ft
.are subtypes of DEM (digital elevation mode). a.LIDAR systems b. UAV c. DSM and DTM
Homework 7: Q1/ Two identical bars A, E, L find location of pin (B). А C Answer PL 2AE cos 02 B P

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