1.) DFTERMINE THE MOMINAL MOMENT FOR THE SINGLY PFINFORCED CONCRFTE BFAM, HAYING A STEL OF 4TCS. OF

20mm

- dia (RFARS) w/ fy OF

275MPa

AND

f^(')C

of

24MPa

. THF BFAM HAS A XMPTH OF

320mm

ANP PEPTH OF GOO MM. HAVING A KIEIGHT OF CONCTEEF,

W_(c)=2550k(g)/(m^(3))

. FFAN THE PFAM SFGTON, CHECK THE SPACING QF BARS, AND THE STFEL THF AHALYSIS OF Bam strFHGTH.

1.) DFTRMINE THE HOMINAL MOMENT FOR THE SINGLY PFINFORCED CONCTRTE BFAM, HAYING A STEL OF 4TCS. OF 20mm - dia (RFPARs) W/ fyof 275MPa AND fc of 24MPa. THF BFAM HAS A XMPTH OF 320mm ANP PEPTH OF GOO MM. HAVING A KIEGHT OF CONCRETF, Wc=2550kg/m3. FTAN THE PEAM SFTION, CHECK THE SPACING QF BARS, AND TRF STFEL RATIO (MIN. \& MAX) - ES=200,000MPA. USF THE ULTMATE STRFNGTH METHOD (U.S.D.) TOR THF AHALYSIS OF STREHGTH. 1.) DFTRMINE THE HOMINAL MOMENT FOR THE SINGLY PFINFORCED CONCTRTE BFAM, HAYING A STEL OF 4TCS. OF 20mm - dia (RFPARs) W/ fyof 275MPa AND fc of 24MPa. THF BFAM HAS A XMPTH OF 320mm ANP PEPTH OF GOO MM. HAVING A KIEGHT OF CONCRETF, Wc=2550kg/m3. FTAN THE PEAM SFTION, CHECK THE SPACING QF BARS, AND TRF STFEL RATIO (MIN. \& MAX) - ES=200,000MPA. USF THE ULTMATE STRFNGTH METHOD (U.S.D.) TOR THF AHALYSIS OF STREHGTH