1.5 k/ft. Based on the ASCE 7-16 basic load combinations, determine the following:
(1) maximum factored negative moment Mu at support B
(2) maximum factored negative moment Mu at support D
(3) maximum factored positive moment Mu at section E (mid-span of DF)
(4) maximum factored shear Vu at the immediately right side of section D
A
F
B
A
16H TRB
ft
32 ft
C
+
16 ft
RO
16 ft
E
+
16 ft
F
"RF
16 ft
G
Fig: 1