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4-2 A cantilever beam shown in Fig. P4-2 supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service Sauon (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f. = 4000 psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Vides Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute oM, and show that it ex- ceeds M-

4-2 A cantilever beam shown in Fig. P4-2 supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service Sauon (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f. = 4000 psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Vides Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute oM, and show that it ex- ceeds M-

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Live load, Pi - 12 kips WD = 1 kip/it + weight of beam (al 6 No. 8 baro 15.6 in. 18 in. 30 in. (b) Fig. P4-2
Transcribed Image Text:Live load, Pi - 12 kips WD = 1 kip/it + weight of beam (al 6 No. 8 baro 15.6 in. 18 in. 30 in. (b) Fig. P4-2
4-2 A cantilever beam shown in Fig. P4-2 supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service Sasen (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f = 4000 psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Vides Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute OM, and show that it ex- ceeds M-
Transcribed Image Text:4-2 A cantilever beam shown in Fig. P4-2 supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service Sasen (unfactored) live load of 12 kips, as shown. The concrete is normal-weight concrete with f = 4000 psi and the steel is Grade 60. Use load and strength-reduction factors from ACI Code Vides Sections 9.2 and 9.3. For the end section shown in Fig. P4-2b, compute OM, and show that it ex- ceeds M-
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