Determine the spacing of vertical stirrups near the left support of the "L"(m) beam loaded as shown below. The concentrated load is placed x meters from A. Use "n" legged stirrups with given diameter below. Round down your answer to the nearest whole number. USE SIMPLIFIED CALCULATION and NSCP 2015 S= b d fc' fyt Pdl PII wdl wll n X bar length mm X Pu ↓ 320 mm 520 mm 35 MPa 415 MPa 60 KN 70 KN 25 kN/m 35 kN/m 12 mm 3 0.4 m 7 m wu L-X

Determine the spacing of vertical stirrups near the left support of the "L"(m) beam loaded as shown below. The concentrated load is placed x meters from A. Use "n" legged stirrups with given diameter below. Round down your answer to the nearest whole number. USE SIMPLIFIED CALCULATION and NSCP 2015 S= b d fc' fyt Pdl PII wdl wll n X bar length mm X Pu ↓ 320 mm 520 mm 35 MPa 415 MPa 60 KN 70 KN 25 kN/m 35 kN/m 12 mm 3 0.4 m 7 m wu L-X

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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An 8m steel tape was purchased and advertised as follows: Standard temperature : 24°C Standard Pull : 7.5kgs Tape weight : 0.60 kgs Cross sectional area : 0.049 sq.cm. A survey team was required to lay out a rectangular field office measuring 9.5m x 4.75m in the following field conditions: Ambient field temperature : 40°C Actual pull : 13.2kg In addition, the tape was supported on both ends and at midspan during all measurements. ** The modulus of elasticity of the tape is 2.03x106 kg/sqcm and the coefficient of thermal expansion is 0.0000116m/°C Width for laying out: a) Correction due to Temperature? b) Correction due to Pull? c) Correction due to Sag? d) Corrected Length to be laid out?
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these are the answers I only need solutions 1. f = 8.42 MPa 2. Mcr= 121.0 kN-m 3. fconc= 10.42 MPafsteel= 197.22 MPaf’steel= 104.30 MPa